SW4200702_Plan (Set)_20200708

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NAD 83SCALE 1"=50'100'50'0EXISTING CONDITIONS LEGENDXXOHPWOHTSANUGPG(T) - INDICATES POINTS SET BY TIMMONS GROUP - CALCULATED POINT UNLESS OTHERWISENOTEDSPRINKLER VALVEHVAC - HEATING, VENTILATION ANDAIR CONDITIONINGGAS VALVEFENCEEDGE OF WOODSPAINTED WATER LINEPAINTED TELEPHONE LINEGUYCABLE TV PEDESTALCM - CONCRETE MONUMENTIPS - IRON PIPE SETIRF - IRON ROD FOUNDIPF - IRON PIPE FOUNDPT - CALCULATED POINTTELEPHONE PEDESTALFIRE HYDRANTLIGHT POLEPOWER POLEELECTRIC BOXPG - PAGESF - SQUARE FEETYI - YARD INLETGI - GRATE INLETCB - CATCH BASINNTS - NOT TO SCALER / W - RIGHT-OF-WAYC / L - CENTERLINEP / L - PROPERTY LINECI - CURB INLETPB - PLAT BOOKDB - DEED BOOKEP - EDGE OF PAVINGHDPE - HIGH DENSITY POLYETHYLENE PIPESPRINKLER HEADSIGNTBC - TOP BACK OF CURBFLAG POLEBRICKGROUND LAMPCONCRETESTORM LINESANITARY LINEOVERHEAD POWER LINEVCP - VITRIFIED CLAY PIPECA- CONTROLLED ACCESSMH TELEPHONEMH SANITARY SEWERMH STORM SEWERBOLLARDSPRINKLER BOXWATER VALVEGAS METERCLEAN OUTWATER METERELECTRIC METERWELLMH WATERYARD LIGHTSWDETCTWMH ELECTRICPAINTED POWER LINEPAINTED GAS LINEROOF DRAINMH GREASEGMAILBOXTRAFFIC SIGNAL POLEIN 2009CMP - CORRUGATED METAL PIPECPP - CORRUGATED PLASTIC PIPERCP - REINFORCED CONCRETE PIPEDIP - DUCTILE IRON PIPEREVISIONSDESCRIPTION:planningarchitectureinteriorsDATENODATETHIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS, PA. ANDSHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR IN PART. ITSHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANYOTHER COMPANY OR AGENCY WITHOUT THE CONSENT OF ADWARCHITECTS, PA.SHEET NUMBERSEALPROJECT NO________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________six coliseum centre2815 coliseum centre drivesuite 500charlotte, north carolina 28217t] 704 379 1919f] 704 379 1920www.adwarchitects.comLEWISVILLE COMMUNITY CENTERLEWISVILLE, NC06.26.202019033100% CONSTRUCTIONDOCUMENTSenvironmentslife106/26/20 PLAN REVIEW COMMENTSC-100OVERALL EXISTINGCONDITIONSNOTE:SURVEY PERFORMED BY ALLIEDASSOCIATES, PA DATED 1/16/2020AND PROVIDED TO TIMMONS GROUPBY THE OWNERVICINITY MAPSCALE: 1" = 2,000'PROJECT SITEINTERSTATE 421LEWISVILLECONCORD CHURCH ROADSHALLOWFORD ROADCLEMMONSROAD
XX XXXXXXGATECAMERAPOLEBFPGRAVELDRIVEWAYMAILBOXBENCH12
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)(REMOVE)(TO REMAIN)(TO REMAIN)(TO REMAIN)(TO REMAIN)(TO REMAIN)(REMOVE)(REMOVE)(REMOVE)(REMOVE)(REMOVE)CLEAR AND GRUBREMOVE EXISTING UTILITY LINES &RECONNECT EXISTING FEEDS TO REMAIN(COORDINATE W/ PROVIDER & ELECTRICALDRAWINGS)SAW CUT, REMOVE, &REPLACE ASPHALT FORUTILITY INSTALLATIONREMOVE ALL REMAINING UTILITY SERVICES,DEBRIS, & APPURTENANCES ASSOCIATED WITHPREVIOUSLY DEMOLISHED STRUCTURETAKE NECESSARYPRECAUTIONS TOPROTECT EXISTINGTREES TO REMAINREMOVE APPROXIMATELY 271 LFEXISTING IRRIGATION LINE (FIELDVERIFY SIZE & LOCATION)CLEAR AND GRUBCLEAR AND GRUBSAW CUT & REMOVEEXISTING ASPHALT(REMOVE)EXISTING SLIDING GATE TO REMAIN(RECONNECT POWER FEED,COORDINATE W/ PROVIDER)SALVAGE & RELOCATEEXISTING SPEED LIMIT SIGNSALVAGE & RELOCATEEXISTING STOP LIMIT SIGNSAW CUT & REMOVEEXISTING ASPHALTEXISTING LIGHT TOREMAINEXISTING TELECOM LINETO REMAIN(REMOVE)RECONNECT EXISTING POWER FEEDTO REMAIN (COORDINATE W/PROVIDER)REMOVE ALL EXISTING STUMPSWITHIN LIMITS OFCONSTRUCTIONPUBLIC ACCESS TO JACK WARRENPARK IS TO BE MAINTAINED AT ALLTIMES DURING CONSTRUCTION. ANYREQUIRED CLOSURES ARE TO BEAPPROVED BY THE ARCHITECT/OWNERREMOVE & REINSTALLEXISTING SIGNAGE FORSIDEWALK INSTALLATIONTPTPTPTPTPTP
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5 TPTPTPTPTPTPTPTP2'x2' RIPRAPVELOCITY DISSIPATORBASINDRAINAGEAREASILT FENCECREATE BERMTO DIVERT WATER TOSKIMMER BASINNAD 830SCALE 1"=30'60'30'DEMOLITION LEGENDREMOVE ITEMREMOVEREVISIONSDESCRIPTION:planningarchitectureinteriorsDATENODATETHIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS, PA. ANDSHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR IN PART. ITSHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANYOTHER COMPANY OR AGENCY WITHOUT THE CONSENT OF ADWARCHITECTS, PA.SHEET NUMBERSEALPROJECT NO________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________six coliseum centre2815 coliseum centre drivesuite 500charlotte, north carolina 28217t] 704 379 1919f] 704 379 1920www.adwarchitects.comLEWISVILLE COMMUNITY CENTERLEWISVILLE, NC06.26.202019033100% CONSTRUCTIONDOCUMENTSenvironmentslife106/26/20 PLAN REVIEW COMMENTSC-101DEMOLITION &PHASE I EROSIONCONTROL PLANDEMOLITION NOTES1.REMOVE/DEMOLISH/ABANDON AFTER EROSION CONTROLMEASURES ARE IN PLACE AND APPROVAL OF THE CITYINSPECTOR. REFER TO EROSION CONTROL PLAN.2.REMOVE SIDEWALK AND CURB AND GUTTER SECTIONS BY SAWCUTTING THE NEAREST CONTROL JOINT AWAY FROM THEAREA DESIGNATED TO BE REMOVED ON THE DEMOLITION PLAN.3.SAW CUT EXISTING PAVEMENT AT ALL EDGES WHEN ABUTTINGNEW PAVEMENT SECTIONS.4.SUBSURFACE FEATURES ARE SHOWN IN APPROXIMATELOCATION. CONTRACTOR IS RESPONSIBLE FOR SUBSURFACEUTILITY EXPLORATION TO DETERMINE UTILITY LOCATIONS ANDDEPTHS.5.CONTRACTOR SHALL VERIFY LOCATIONS AND SIZES OF ALLEXISTING FEATURES PRIOR TO COMMENCEMENT OFCONSTRUCTION.6.CONTRACTOR SHALL LOCATE EXISTING UTILITIES PRIOR TOCONSTRUCTION.7.CONTRACTOR SHALL REPAIR/REPLACE ANY EXISTINGSIDEWALK, CURB AND GUTTER, AND/OR ASPHALT TO REMAINTHAT HAS BEEN DAMAGED BY CONSTRUCTION ACTIVITY.8.TERMINATE UNUSED EXISTING UTILITY SERVICES AT THE MAINPER CITY OF WINSTON-SALEM STANDARDS.GROUND STABILIZATIONSITE AREADESCRIPTIONSTABILIZATIONTIME FRAMESTABILIZATIONTIME EXCEPTIONS·PERIMETER DIKES,SWALES, DITCHES,AND SLOPES·HIGH QUALITYWATER (HQW)ZONES·SLOPES STEEPERTHAN 3:1·SLOPES 3:1 ORFLATTER·ALL OTHER AREAWITH SLOPEFLATTER THAN 4:17 DAYSNONE7 DAYSNONE7 DAYSIF SLOPES ARE 10' OR LESS INLENGTH AND ARE NOT STEEPERTHAN 2:1 14 DAYS ARE ALLOWED14 DAYS14 DAYS7-DAYS FOR SLOPES GREATERTHAN 50 FEET IN LENGTHNONE (EXCEPT FOR PERIMETERSAND HQW ZONES)* "EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITYBASED ON WEATHER OR OTHER SITE-SPECIFIC CONDITIONS THAT MAKECOMPLIANCE IMPRACTICABLE." (SECTION II. B (2)(b))EROSION CONTROL LEGENDINLET PROTECTIONCULVERT PROTECTIONCONSTRUCTION ENTRANCEEROSION CONTROL MATTINGSILT FENCEDIVERSION DITCHLIMITS OF DISTURBANCESTONE OUTLETPROPOSED CONTOUREXISTING CONTOUR800800POROUS BAFFLESKIMMERCHECK DAMSEEDING AREATREE PROTECTION FENCETPDISTURBED AREA: 4.57 ACRESPHASE I EROSION CONTROL SEQUENCE1.OBTAIN ALL NECESSARY PERMITS FROM THE PROPER AUTHORITIES.2.A LAND DISTURBANCE PRE-CONSTRUCTION CONFERENCE IS MANDATORY BEFORE ANYWORK IS DONE AT THE SITE. ARRANGE A PRE-CONSTRUCTION MEETING WITH THEOWNER, OWNER'S ENGINEER, AND A REPRESENTATIVE FROM NCDEQ PRIOR TO LANDDISTURBING ACTIVITY. 48 HOURS NOTICE IS REQUIRED.3.MAINTAIN CONSTRUCTION ENTRANCE AT THE LOCATION SHOWN. ANY SEDIMENTACCUMULATION ON ADJACENT PUBLIC ROADS AS A RESULT OF THE PROJECT ANDTRAFFIC FROM THE PROJECT SHALL BE IMMEDIATELY CLEANED OFF BY THECONTRACTOR.4.CLEAR AND GRUB STUMPS ONLY IN AREAS REQUIRED TO INSTALL THE EROSIONCONTROL DEVICES.5.INSTALL SILT FENCE AND TREE PROTECTION FENCING AS SHOWN ON THE PLAN INACCORDANCE WITH THE LATEST NORTH CAROLINA EROSION AND SEDIMENT CONTROLPLANNING DESIGN MANUAL.6.EXCAVATE SKIMMER BASIN & SEDIMENT TRAP TO THE ELEVATIONS SHOWN ON THEPLAN.7.INSTALL DIVERSION DITCHES AND ENSURE POSITIVE DRAINAGE TO BASIN AT ALL TIMES.8.BEGIN DEMOLITION OF EXISTING SITE FEATURES AS SHOWN ON PLAN. CONTRACTOR TOPRESERVE THE HEALTH OF EXISTING TREES TO REMAIN AND TAKE EVERY PRECAUTIONTO ENSURE THEY ARE PROTECTED THROUGHOUT CONSTRUCTION.9.ADJUST EROSION AND SEDIMENT CONTROL MEASURES AS NECESSARY FOR PROPEROPERATION. INSTALL ADDITIONAL EROSION CONTROL MEASURES IF DETERMINEDNECESSARY BY THE EROSION CONTROL INSPECTOR.10.STABILIZE STOCKPILES, DAMS, DIKES AND DIVERSIONS WITH TEMPORARY GRASSSEEDING AND PROVIDE SILT FENCE AROUND THE PERIMETER OF STOCKPILES. SEEGROUND STABILIZATION TABLE FOR STABILIZATION TIME FRAMES.11.ENSURE DRAINAGE PATTERN TO SKIMMER BASIN AND SEDIMENT TRAP AT ALL TIMESAND ADJUST EROSION AND SEDIMENT CONTROL MEASURES AS NECESSARY FORPROPER OPERATION.12.UNTIL STORM SEWERS ARE INSTALLED AND FUNCTIONING, INSTALL TEMPORARYDIVERSIONS AT THE END OF EACH DAY TO DIRECT RUNOFF TO THE SKIMMER BASIN ANDSEDIMENT TRAP.13.ONCE PHASE I MEASURES ARE STABLE AND FUNCTIONING, CONTINUE TO PHASE IISEQUENCE.EROSION CONTROL NOTES1.DO NOT WORK OR DISTURB LAND OUTSIDE LIMITS OF CONSTRUCTION.2.ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL COMPLY WITH NCDEQSTANDARDS.3.INSPECT EROSION AND SEDIMENT CONTROL MEASURES WEEKLY AND AFTER EACHSIGNIFICANT RAINFALL. MAINTAIN MEASURES AS NECESSARY.4.GROUND COVER SHALL BE ESTABLISHED WITHIN 15 WORKING DAYS BUT NO MORE THAN21 CALENDAR DAYS AFTER COMPLETION OF ANY PHASE OF GRADING. PERMANENTGROUND COVER SHALL BE ESTABLISHED WITHIN 15 WORKING DAYS OR NO MORE THAN21 CALENDAR DAYS FOLLOWING COMPLETION OF CONSTRUCTION.6. KEEP MUD OFF STREETS DURING CONSTRUCTION.7. CONTRACTOR IS TO PREVENT SURFACE AND AIR MOVEMENT OF DUST FROM DISTURBEDSOIL SURFACES THAT MAY CAUSE OFF-SITE DAMAGE, HEALTH HAZARDS, AND/ORTRAFFIC SAFETY PROBLEMS.8.INSTALL ADDITIONAL EROSION CONTROL MEASURES (I.E. SILT FENCE, DIVERSIONS) ASNECESSARY TO AVOID TRANSFER OF SEDIMENT FROM THE SITE.9.PERMANENT GROUND COVER WILL BE PROVIDED FOR ALL DISTURBED AREAS WITHIN 15WORKING DAYS OR NO MORE THAN 90 CALENDAR DAYS (WHICHEVER IS SHORTER).
XX XXXXXXCAMERAPOLEBFPGRAVELDRIVEWAYMAILBOXBENCH6
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5CREATE BERMTO DIVERT WATER TOSKIMMER BASINTPTPTPTPTPTPTPTPFOLLOWING DEMOLITION OFEXISTING ASPHALT DRIVE,CONTRACTOR TO MAINTAINMIN 20' GRAVEL ACCESSTO PARK UNTIL PERMANENTASPHALT DRIVE IS INSTALLED25'x50' STONECONSTRUCTIONENTRANCEDAYLIGHT 8"PVC TO 5'x5'RIPRAP PADINV: 918.00RIP-RAP DISSIPATER8' L X 9.25' W X 9"THICKNESSD50 = 3"RIP-RAP DISSIPATER10' L X 11.5' W X 9"THICKNESSCLASS A RIPRAPRIP-RAP DISSIPATER13' L X 15' W X 14" THICKNESSCLASS B RIPRAPNAD 830SCALE 1"=30'60'30'REVISIONSDESCRIPTION:planningarchitectureinteriorsDATENODATETHIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS, PA. ANDSHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR IN PART. ITSHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANYOTHER COMPANY OR AGENCY WITHOUT THE CONSENT OF ADWARCHITECTS, PA.SHEET NUMBERSEALPROJECT NO________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________six coliseum centre2815 coliseum centre drivesuite 500charlotte, north carolina 28217t] 704 379 1919f] 704 379 1920www.adwarchitects.comLEWISVILLE COMMUNITY CENTERLEWISVILLE, NC06.26.202019033100% CONSTRUCTIONDOCUMENTSenvironmentslife106/26/20 PLAN REVIEW COMMENTSC-102PHASE II EROSIONCONTROL PLANDEMOLITION NOTES1.REMOVE/DEMOLISH/ABANDON AFTER EROSION CONTROLMEASURES ARE IN PLACE AND APPROVAL OF THE CITYINSPECTOR. REFER TO EROSION CONTROL PLAN.2.REMOVE SIDEWALK AND CURB AND GUTTER SECTIONS BY SAWCUTTING THE NEAREST CONTROL JOINT AWAY FROM THEAREA DESIGNATED TO BE REMOVED ON THE DEMOLITION PLAN.3.SAW CUT EXISTING PAVEMENT AT ALL EDGES WHEN ABUTTINGNEW PAVEMENT SECTIONS.4.SUBSURFACE FEATURES ARE SHOWN IN APPROXIMATELOCATION. CONTRACTOR IS RESPONSIBLE FOR SUBSURFACEUTILITY EXPLORATION TO DETERMINE UTILITY LOCATIONS ANDDEPTHS.5.CONTRACTOR SHALL VERIFY LOCATIONS AND SIZES OF ALLEXISTING FEATURES PRIOR TO COMMENCEMENT OFCONSTRUCTION.6.CONTRACTOR SHALL LOCATE EXISTING UTILITIES PRIOR TOCONSTRUCTION.7.CONTRACTOR SHALL REPAIR/REPLACE ANY EXISTINGSIDEWALK, CURB AND GUTTER, AND/OR ASPHALT TO REMAINTHAT HAS BEEN DAMAGED BY CONSTRUCTION ACTIVITY.8.TERMINATE UNUSED EXISTING UTILITY SERVICES AT THE MAINPER CITY OF WINSTON-SALEM STANDARDS.GROUND STABILIZATIONSITE AREADESCRIPTIONSTABILIZATIONTIME FRAMESTABILIZATIONTIME EXCEPTIONS·PERIMETER DIKES,SWALES, DITCHES,AND SLOPES·HIGH QUALITYWATER (HQW)ZONES·SLOPES STEEPERTHAN 3:1·SLOPES 3:1 ORFLATTER·ALL OTHER AREAWITH SLOPEFLATTER THAN 4:17 DAYSNONE7 DAYSNONE7 DAYSIF SLOPES ARE 10' OR LESS INLENGTH AND ARE NOT STEEPERTHAN 2:1 14 DAYS ARE ALLOWED14 DAYS14 DAYS7-DAYS FOR SLOPES GREATERTHAN 50 FEET IN LENGTHNONE (EXCEPT FOR PERIMETERSAND HQW ZONES)* "EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITYBASED ON WEATHER OR OTHER SITE-SPECIFIC CONDITIONS THAT MAKECOMPLIANCE IMPRACTICABLE." (SECTION II. B (2)(b))EROSION CONTROL LEGENDINLET PROTECTIONCULVERT PROTECTIONCONSTRUCTION ENTRANCEEROSION CONTROL MATTINGSILT FENCEDIVERSION DITCHLIMITS OF DISTURBANCESTONE OUTLETPROPOSED CONTOUREXISTING CONTOUR800800POROUS BAFFLESKIMMERCHECK DAMSEEDING AREATREE PROTECTION FENCETPDISTURBED AREA: 4.57 ACRESEROSION CONTROL NOTES1.DO NOT WORK OR DISTURB LAND OUTSIDE LIMITS OF CONSTRUCTION.2.ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL COMPLY WITH NCDEQSTANDARDS.3.INSPECT EROSION AND SEDIMENT CONTROL MEASURES WEEKLY AND AFTER EACHSIGNIFICANT RAINFALL. MAINTAIN MEASURES AS NECESSARY.4.GROUND COVER SHALL BE ESTABLISHED WITHIN 15 WORKING DAYS BUT NO MORE THAN21 CALENDAR DAYS AFTER COMPLETION OF ANY PHASE OF GRADING. PERMANENTGROUND COVER SHALL BE ESTABLISHED WITHIN 15 WORKING DAYS OR NO MORE THAN21 CALENDAR DAYS FOLLOWING COMPLETION OF CONSTRUCTION.6. KEEP MUD OFF STREETS DURING CONSTRUCTION.7. CONTRACTOR IS TO PREVENT SURFACE AND AIR MOVEMENT OF DUST FROM DISTURBEDSOIL SURFACES THAT MAY CAUSE OFF-SITE DAMAGE, HEALTH HAZARDS, AND/ORTRAFFIC SAFETY PROBLEMS.8.INSTALL ADDITIONAL EROSION CONTROL MEASURES (I.E. SILT FENCE, DIVERSIONS) ASNECESSARY TO AVOID TRANSFER OF SEDIMENT FROM THE SITE.9.PERMANENT GROUND COVER WILL BE PROVIDED FOR ALL DISTURBED AREAS WITHIN 15WORKING DAYS OR NO MORE THAN 90 CALENDAR DAYS (WHICHEVER IS SHORTER).PHASE II EROSION CONTROL SEQUENCE1.MAINTAIN ALL EROSION CONTROL MEASURES INSTALLED IN THE IN THE PHASE I EROSIONCONTROL PLAN.2.ADJUST EROSION AND SEDIMENT CONTROL MEASURES AS NECESSARY FOR PROPEROPERATION. INSTALL ADDITIONAL EROSION CONTROL MEASURES IF DETERMINEDNECESSARY BY THE EROSION CONTROL INSPECTOR.3.STABILIZE STOCKPILES, DAMS, DIKES AND DIVERSIONS WITH TEMPORARY GRASS SEEDINGAND PROVIDE SILT FENCE AROUND THE PERIMETER OF STOCKPILES. SEE GROUNDSTABILIZATION TABLE FOR STABILIZATION TIME FRAMES.4.ENSURE DRAINAGE PATTERN TO SKIMMER BASIN AND SEDIMENT TRAP AT ALL TIMES ANDADJUST EROSION AND SEDIMENT CONTROL MEASURES AS NECESSARY FOR PROPEROPERATION.5.UNTIL STORM SEWERS ARE INSTALLED AND FUNCTIONING, INSTALL TEMPORARYDIVERSIONS AT THE END OF EACH DAY TO DIRECT RUNOFF TO THE SKIMMER BASIN &SEDIMENT TRAP.6.BEGIN GRADING OPERATIONS. AS FILL OPERATIONS PROGRESS, REPLACE DIVERSIONDIKES WITH FILL DIVERSIONS. ESTABLISH DIVERSIONS AT END OF EACH WORKING DAY.STABILIZE CUT AND FILL SLOPES AS NECESSARY WITH GRASS SEEDING AND MULCH.7.INSTALLED MEASURES SHALL BE MAINTAINED OR REPLACED AS AREAS ARE STABILIZEDAND WHEN STORM SEWER CONVEYANCES ARE INSTALLED AND FUNCTIONING WITH INLETPROTECTION. REMOVE ACCUMULATED SEDIMENT FROM EROSION CONTROL DEVICES.8.COMPLETE SITE WORK CONSTRUCTION INCLUDING STORM SEWER, UTILITIES, INLETPROTECTION, AND TEMPORARY AND PERMANENT SEEDING FOR STABILIZATION. PLACEPAVEMENT AND STABILIZE PROBLEM AREAS ON THE SITE. PLACE TOPSOIL ON LANDSCAPEAREAS. SEED AND MULCH ALL DENUDED AREAS. STABILIZE UTILITY TRENCHES WITH GRASSSEEDING AS NECESSARY.9.ONCE CONTRIBUTING AREAS ARE STABILIZED AND APPROVED BY INSPECTOR, REMOVETEMPORARY MEASURES.
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60' ASPHALT 12 PARKING SPACESCREPE MYRTLECREPE MYRTLECREPE MYRTLECREPE MYRTLETWO22"CEDERS24"CEDERCREPE MYRTLECREPE MYRTLECREPE MYRTLE4"MAPLECREPE MYRTLE6"MAPLECREPE MYRTLEWOODSWOODSWOODSWOODSWOODSHEDGEBRUSHBRUSH22"MAGNOLIA30"CEDARTHREE15"MAGNOLIA48"OAK42"OAK36"OAK36"OAKBLEACHERSBLEACHERSBLEACHERSSPORTS FIELD30"OAK30"OAK36"WOODSPLIT RAILFENCE36"WOODSPLIT RAILFENCEBOCCE BALL COURTWITH WOOD WALLBOCCE BALL COURTWITH WOOD WALLHORSESHOE PITTOWN OF LEWISVILLETAX PIN 5885-14-9288DB. 3454, PG. 3991TACT 1 OF PB. 49. PG. 50ZONING: RS-4015.00 ACTOWN OF LEWISVILLETAX PIN 5885-14-1447DB. 2599, PG. 1176TACT 2 OF PB. 49. PG. 50SAMUEL G. LUNSFORD & WIFELINDA LUNSFORDTAX PIN 5885-13-9917ZONING: RS-20RUSSELL J. SHEW & WIFEDELORES G. SHEWTAX PIN 5885-23-1906ZONING: RS-20DENNIS VASPORY & WIFEPATRICIA S. VASPORYTAX PIN 5885-23-3964ZONING: RS-20ANA DUNNTAX PIN 5885-23-6944ZONING: RS-2068' DUCE ENERGY TRANSMITIONLINE R/WPB. 46, PG. 5020' INGRESS/EGRESS EASEMENT PB.46, PG 50EPEPEPEPS
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MONUMENTSIGNFLAG POLE W/ 6"HIGH CURB5'26'20'17.5'8.5'10.67'PROPOSEDCOMMUNITY CENTERR70'R70'R30'ALTERNATE #2ENTRY CIRCLESIDEWALK ANDSTAIRSR5'R15'R5'R5'R5'R5'R5'R5'6'5'5'8.5'17.5'26'5'26'17.5'6'16'17.5'17.5'26'6'5'36'5'MUTCD R1-1 STOP SIGN& 24" STOP BARMUTCD R1-1 STOP SIGN& 24" STOP BAR20'18" CURB & GUTTER(TYP)DUMPSTER PAD& WOOD ENCLOSURE(SEE DETAIL SHEET C-601)OUTDOOR PATIO(BASE BID, SEEARCH DWGS)4" FUTURE IRRIGATIONSLEEVE (TYP)WHEEL STOPS(TYP.)R5'R5'R5'R5'PROVIDE NECESSARY MEASURES TOMAINTAIN MAGNOLIA TREES THROUGHDURATION OF CONSTRUCTIONCONNECT TO EXISTINGSIDEWALKCONNECT TOSTRUCTURAL SLAB ONGRADECONNECT TOSTRUCTURAL SLAB ONGRADECONNECT TOSTRUCTURAL SLAB ONGRADE5' CROSSWALK WITHDETECTABLE WARNINGSTRIPS FLUSH WITHASPHALT8'8'5'6'PROVIDE NECESSARY MEASURES TOMAINTAIN OAK TREES THROUGHDURATION OF CONSTRUCTIONBOLLARDSSIDEWALK FLUSHWITH ASPHALTTURNDOWNSIDEWALKMUTCD R1-1 STOP SIGN& 24" STOP BARCURBRAMPRIGHT OF WAY PAVEMENTREPLACEMENT FOR UTILITYINSTALLATION PER NCDOT STD654.01CURB RAMPCURB RAMPADA SIGNAGE(TYP.)ADA SIGNAGE(TYP.)10'X70' NCDOT SIGHTDISTANCE TRIANGLE10'X70' NCDOT SIGHTDISTANCE TRIANGLER50'TURNDOWNSIDEWALKEND CURBEND CURBEXTERIOR STAIRS WITHCHEEK WALL AND HANDRAIL(SEE DETAIL SHEET C-601)FLUSH SIDEWALKWITH ASPHALTCURBRAMP"VAN ACCESSIBLE"ADA SIGNAGEMATCH EXISTINGASPHALTCURB RAMP WITHDETECTABLE WARNINGSTRIPS18" CURB ANDGUTTER5'6'5'6'N38°50'13"WTIE LINE - 173.96'N42°50'27"WTIE LINE - 187.52'4" FUTURE IRRIGATIONSLEEVE (TYP)4" FUTURE IRRIGATIONSLEEVE (TYP)R50'R30'R200'R152'R30'R30'R30'R25'5'R160'20' FIREACCESS DRIVER35'R50'R3'R2'R50'R5'30'18.5'22'PROVIDE GRAVELIN UTILITY YARDSOUTSIDE OFEQUIPMENT SLABSPROVIDE GRAVELIN UTILITY YARDSOUTSIDE OFEQUIPMENT SLABS(2) "NO PARKING - FIRE LANE"SIGNSREINFORCEDGRASS PAVERSR3'R15'R5'R15'R15'R5'R3'8" WIDE FLUSHCONCRETE CURBR4'R4'36" CURBCUT50' DRAINAGE& MAINTENANCEEASEMENT50' DRAINAGE& MAINTENANCEEASEMENT20' DRAINAGE& MAINTENANCEEASEMENTDRAINAGE &MAINTENANCE EASEMENT(WIDTH VARIES)R15'20' DRAINAGE& MAINTENANCEEASEMENT8.67'5'CONCRETESTAIR & HANDRAILW/ 12" TREADS& 6" RISERS5'57.33'12.33'EXPANSION JOINT(TYP, 28' SPACING)TOOLED CONTROL JOINT(TYP, 4' SPACING)ALTERNATE #1CANOPY PLAN(SEE ARCH DWGS)15.5'104'EXPANSION JOINT(TYP, 28' SPACING)TOOLED CONTROL JOINT(TYP, 4' SPACING)NAD 830SCALE 1"=30'60'30'REVISIONSDESCRIPTION:planningarchitectureinteriorsDATENODATETHIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS, PA. ANDSHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR IN PART. ITSHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANYOTHER COMPANY OR AGENCY WITHOUT THE CONSENT OF ADWARCHITECTS, PA.SHEET NUMBERSEALPROJECT NO________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________six coliseum centre2815 coliseum centre drivesuite 500charlotte, north carolina 28217t] 704 379 1919f] 704 379 1920www.adwarchitects.comLEWISVILLE COMMUNITY CENTERLEWISVILLE, NC06.26.202019033100% CONSTRUCTIONDOCUMENTSenvironmentslife106/26/20 PLAN REVIEW COMMENTSC-200SITE LAYOUT PLANMATERIALS LEGENDLIGHT DUTY ASPHALTHEAVY DUTY ASPHALTCONCRETE SIDEWALKSHEAVY DUTY CONCRETENOTES:·SEE ELECTRICAL DRAWINGS FOR SITELIGHTING PLAN·SEE ELECTRICAL DRAWINGS FORELECTRICAL CONDUITS·BASE BID: SITE LIGHTING PROVIDEDAND INSTALLED BY LOCAL UTILITY·ALTERNATE #3 - SITE LIGHTINGPROVIDED AND INSTALLED BY GCRIGHT OF WAY PAVEMENTREMOVAL/ REPLACEMENT(NCDOT STD 654.01)SITE DATA TABLE1.ADDRESS:7632 WARREN PARK DRIVE, LEWISVILLE, NC 270232.PROPOSED USE:COMMUNITY CENTER3.ADJACENT USE:COMMUNITY CENTER, RESIDENTIAL - SINGLE-FAMILY4.REQUIRED PARKING:1 SPACE / 300 GROSS SF BUILDING AREA = 40 SPACES5.PROPOSED PARKING: 93 SPACESREINFORCED GRASSPAVERSUTILITY YARD GRAVELSITE LEGENDPROPOSED CURB AND GUTTERPROPERTY LINESIGNWHEEL STOPEASEMENTINSET - ALTERNATE #1111
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60' ASPHALT 12 PARKING SPACESBLEACHERSBLEACHERSBLEACHERSSPORTS FIELD36"WOODSPLIT RAILFENCE36"WOODSPLIT RAILFENCEBOCCE BALL COURTWITH WOOD WALLBOCCE BALL COURTWITH WOOD WALLHORSESHOE PITOHPOHPOHPOHPOHPOHPTOWN OF LEWISVILLETAX PIN 5885-14-9288DB. 3454, PG. 3991TACT 1 OF PB. 49. PG. 50ZONING: RS-4015.00 ACTOWN OF LEWISVILLETAX PIN 5885-14-1447DB. 2599, PG. 1176TACT 2 OF PB. 49. PG. 50SAMUEL G. LUNSFORD & WIFELINDA LUNSFORDTAX PIN 5885-13-9917ZONING: RS-20RUSSELL J. SHEW & WIFEDELORES G. SHEWTAX PIN 5885-23-1906ZONING: RS-20DENNIS VASPORY & WIFEPATRICIA S. VASPORYTAX PIN 5885-23-3964ZONING: RS-20ANA DUNNTAX PIN 5885-23-6944ZONING: RS-2068' DUCE ENERGY TRANSMITIONLINE R/WPB. 46, PG. 5020' INGRESS/EGRESS EASEMENT PB.46, PG 50OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPINV=916.84'EPEPEPEPSANINV=914.68'210'8"VCPRIM=922.71'RIM=924.18'GGGGGGGGGGGGGGWWWWW UGTFMFMFMFMFMFMFMF
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SANSANPIVGAS METER(SEE MEP PLAN)NATURAL GAS SERVICE(COORDINATE SIZE &ROUTING W/ PROVIDER)TRANSFORMER (SEE MEPPLANS & COORDINATE W/PROVIDER)4" REMOTEFDC4" SAN SEWERSERVICEINV: 922.303" PVC DOMESTIC WATERLINE (36" MIN. COVER)6" FIRE PROTECTION DOUBLECHECK DETECTOR ASSEMBLYIN ABOVE GROUND HEATEDENCLOSURE3" DOMESTIC RPZ INABOVE GROUNDHEATED ENCLOSURE3" DOMESTIC WATERMETER & VAULT4" TAPPINGSLEEVE & VALVECONNECT TO EXISTING MANHOLEC/L INV: ±916.89ADJUSTED RIM AS NECESSARYTO BE FLUSH W/ FINISHED GRADE6" 45° BEND3" 45° BEND6" 11.25° BEND3" 45° BEND3" 90° BEND6" 90° BEND6" 11.25° BEND3" 22.5° BEND6" 45° BEND3" 11.25° BEND(2) 4" 45°BENDS4" 45° BEND3" 11.25° BEND6" 22.5° BEND4" SAN SEWERSERVICEINV: 922.50PROPOSED 1,000 GPMGREASE TRAP (SEE MEP PLANS)W4" PVC SAN SEWER(1.04% MIN SLOPE)CLEANOUT(TYP)FIELD VERIFY ELEVATION & LOCATION OFEXISTING WATER SERVICE PRIOR TOCONSTRUCTION (ADJUST AS REQUIRED TOAVOID CONFLICTS)RELOCATE & RECONNECTEXISTING IRRIGATION LINE (FIELDVERIFY LOCATION AND SIZE).TERMINATE LINE AT R/W.PRIVATE FIREHYDRANTASSEMBLY & VALVERECONNECT EXISTINGPOWER FEED TO REMAIN(COORDINATE W/ PROVIDER)RECONNECT EXISTING POWERFEED TO SLIDING GATE TO REMAIN(COORDINATE W/ PROVIDER)4" DIP DOMESTIC WATERLINE UP TO METER(REDUCE TO 3" INSIDEMETER VAULT)6" DIP FIRE SERVICEUP TO RPZDIRECTIONAL DRILL APPROXIMATELY 30LF FOR EACH SERVICE & PROVIDE OPENCUT FOR WET TAP (SOUTHBOUND LANETO REMAIN OPEN AT ALL TIMES)3" PVC DOMESTIC WATERLINE (36" MIN. COVER)6" PVC FIRE SERVICEWATER LINE(36" MIN. COVER)95'CLEANOUT/FINAL30 LF 6" SERVICETO BE CAST IRONSOIL PIPESAN6" DIP SAN SEWERSERVICE (0.60%MIN SLOPE)REMOVE/REPLACE FENCERAILS FOR SEWERINSTALLATION. MINORSEWER ROUTING CHANGESPERMITTED TO AVOIDFENCE POSTS (TYP).NAD 830SCALE 1"=30'60'30'REVISIONSDESCRIPTION:planningarchitectureinteriorsDATENODATETHIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS, PA. ANDSHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR IN PART. ITSHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANYOTHER COMPANY OR AGENCY WITHOUT THE CONSENT OF ADWARCHITECTS, PA.SHEET NUMBERSEALPROJECT NO________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________six coliseum centre2815 coliseum centre drivesuite 500charlotte, north carolina 28217t] 704 379 1919f] 704 379 1920www.adwarchitects.comLEWISVILLE COMMUNITY CENTERLEWISVILLE, NC06.26.202019033100% CONSTRUCTIONDOCUMENTSenvironmentslife106/26/20 PLAN REVIEW COMMENTSC-300UTILITYPLANUTILITY LEGENDPROPOSED SANITARY SEWEREXISTING SANITARY SEWERSANSANPROPOSED WATERMAINEXISTING WATERMAINWWEXISTING OVERHEAD POWEROHPUFOEXISTING UNDERGROUND COMMUNICATIONGGPROPOSED NATURAL GASEXISTING NATURAL GASUTILITY EASEMENTEXISTING POWER STRUCTUREPROPOSED STORM SEWEREXISTING STORM SEWERPROPOSED BENDPROPOSED TEEPROPOSED GATE VALVEPROPOSED REDUCERPROPOSED HYDRANT ASSEMBLYSANITARY MANHOLESANITARY CLEANOUTSWATER AND/OR SANITARY SEWER:1.THE MOST CURRENT EDITION OF THE CITY OF WINSTON-SALEM TECHNICAL SPECIFICATIONS AND DETAIL DRAWINGS FORWATER LINE AND SANITARY SEWER LINE CONSTRUCTION WILL GOVERN ALL WATER AND SANITARY SEWER CONSTRUCTION.2.ACCEPTABLE WORKING CONDITIONS OF SANITARY SEWER STRUCTURES AND PIPING SHALL BE VERIFIED BY THECONTRACTOR AND ALL CONDITIONS FOUND TO BE UNACCEPTABLE SHALL BE REPORTED TO UTILITIES CONSTRUCTION ANDMAINTENANCE AT 336-727-8000, PRIOR TO ANY CONNECTIONS, EXTENSIONS, OR STRUCTURES BEING INSTALLED. THECONTRACTOR SHALL BE RESPONSIBLE FOR CLEANUP AND REPAIR OF UNACCEPTABLE CONDITIONS THAT RESULT FROMFAILURE TO REPORT SUCH CONDITIONS PRIOR TO COMMENCING WORK OR THAT RESULT FROM WORK BEING PERFORMED.3.SANITARY SEWER CONNECTIONS SHALL BE SERVICE WEIGHT CAST IRON SOIL PIPE WITH 4-INCH CLEANOUTS AND SHALLMEET CITY OF WINSTON-SALEM SPECIFICATIONS.4. PROPOSED PUBLIC OR PRIVATE HYDRANTS INSTALLED OR RELOCATED SHALL MEET OR EXCEED CITY OF WINSTON-SALEM'SSPECIFICATIONS AND DETAIL VII-39 TO INCLUDE HYDRANT TEE, VALVE, AND WINSTON-SALEM THREADS. PRIVATE HYDRANTSSHALL BE EQUIPPED WITH A DOUBLE CHECK DETECTOR ASSEMBLY AND SHALL BE PAINTED RED.5.DENSITY TESTS BY AN INDEPENDENT TESTING LAB ARE TO BE MADE AS DIRECTED BY THE CITY INSPECTOR AT THE OWNER'SEXPENSE.FINAL INSPECTION PROCEDURE:1.OWNER SUBMITS RECORD DRAWINGS AND ENGINEER'S CERTIFICATION TO THE ENGINEERING DIVISION'S RECORD CENTER.2.UPON APPROVAL BY THE RECORD CENTER, OWNER MAY REQUEST FINAL INSPECTION FOR WATER AND/OR SANITARYSEWER. OWNER SHALL THEN SUBMIT THE CONSTRUCTION CHECKLIST FOR WATER AND/OR SANITARY SEWER TO THE CITYINSPECTOR.FIRE WATERLINE:1.A NC LICENSED UTILITY CONTRACTOR SHALL INSTALL THE 6” FIRE LINE WITH A 6” DOUBLE CHECK DETECTOR ASSEMBLY TO CITY OF WINSTON SALEMSTANDARD WHICH SHALL INCLUDE A STORZ FIRE DEPARTMENT CONNECTION, PROVISION FOR TAMPER SWITCH WIRING FROM BUILDING TO VAULT, ANDPOSITIVE DRAINAGE TO A CATCH BASIN OR ATMOSPHERE. IF DRAINAGE CANNOT BE OBTAINED, AN APPROVED ABOVE GROUND INSTALLATION ISREQUIRED. ALL PIPING SHALL BE DUCTILE IRON MECHANICAL JOINT WITH MEGA LUGS FROM THE CONNECTION AT THE MAIN TO A POINT OF AT LEAST5-FT PAST THE OUTLET VALVE OF THE BACKFLOW PREVENTER.2.PROVIDE SIGNAGE AT FDC PER CITY OF WINSTON-SALEM STANDARDS.GENERAL:1.CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIORTO START OF CONSTRUCTION.2.ALL EROSION CONTROL DEVICES SHALL BE CONSTRUCTED AND MAINTAINEDIN ACCORDANCE WITH THE MOST CURRENT STANDARDS OF THE LANDQUALITY SECTION OF THE NCDENR.3.STABILIZATION STONE UNDER PIPING TO BE PLACED AS REQUIRED BY CITYINSPECTOR WHEN CONDITIONS WARRANT.4.AS A MINIMUM REQUIREMENT, ALL GRADED AREAS NOT UNDER PAVEMENTAND WITHIN THE RIGHT-OF-WAY AND/OR EASEMENTS SHALL BE PREPARED,FERTILIZED AND LIMED, SEEDED, AND MULCHED IMMEDIATELY UPONCOMPLETION OF CONSTRUCTION AS FOLLOWS (APPLICATION RATE PER 1,000SQUARE FEET):TYPE I SEEDING (LAWNS OR OTHER FOCAL AREAS)100 LBS. OF LIME20 LBS. OF 10-20-20 OR 20 LBS. OF 10-10-10 IN COMBINATION WITH 4 LBS OF0-46-05 LBS. OF TALL FESCUE, CONTAINING A BLEND OF 2 OR MORE TALL FESCUES1 LB. OF KENBLUE OR KENTUCKY BLUEGRASS1 LB. OF WINTER ANNUAL RYE (NOVEMBER 1 TO MARCH 1)TYPE II SEEDING (GENERAL OR LOW MAINTENANCE AREAS)100 LBS. OF LIME15 LBS. OF 10-20-20 OR 15 LBS. OF 10-10-10 IN COMBINATION WITH 3 LBS. OF0-46-04 LBS. OF TALL FESCUE, CONTAINING A BLEND OF 2 OR MORE TALL FESCUES1 LB. OF SERICEA LESPEDEZA (USE UNSCARIFIED SEED AUGUST 15 TOFEBRUARY 1)¼LB. OF GERMAN MILLET (MAY 1 TO AUGUST 15)1 LB. OF RYE GRAIN (PRIOR TO MAY 1 OR AFTER AUGUST 15)SEEDING MIXTURES OTHER THAN THOSE LISTED ABOVE MUST BE APPROVEDBY THE CITY INSPECTOR PRIOR TO SEEDING.5.PRIOR TO REQUESTING A FINAL INSPECTION, THE OWNER MUST SUBMITRECORD DRAWINGS AND ENGINEER'S CERTIFICATION TO THE ENGINEERINGDIVISION'S RECORD CENTER. THE OWNER MUST ALSO SUBMIT THECONSTRUCTION CHECKLIST TO THE CITY INSPECTOR.6.ALL WORK MUST CARRY A ONE-YEAR WARRANTY TO COVER ALL DEFECTS INMATERIALS AND WORKMANSHIP.7.PRIOR TO BEGINNING ANY WORK WITHIN NCDOT RIGHT-OF-WAY, THECONTRACTOR MUST HAVE A COPY OF THE THREE-PARTY ENCROACHMENTAGREEMENT ON THE JOB SITE. CONTACT 336-703-6600.8.CONTACT CONSTRUCTION AND MAINTENANCE AT 336-771-5130 TO ARRANGEFOR CONSTRUCTION INSPECTION. A CITY INSPECTOR WILL APPROVEBACKFLOW PREVENTER TYPE, VAULT, EXACT LOCATION, AND INSPECTIONREQUIREMENTS PRIOR TO INSTALLATION. A CITY INSPECTOR SHALL BEPRESENT WHEN MAKING OR TERMINATING WATER AND SEWERCONNECTIONS INTO NEW OR EXISTING WATER AND SEWER LINES.9.ALL CONSTRUCTION, MATERIALS, AND SANITATION PROCEDURES SHALLMEET OR EXCEED THE REQUIREMENTS OF THE NORTH CAROLINA PLUMBINGCODE AND THE CITY OF WINSTON-SALEM TECHNICAL SPECIFICATIONS ANDDETAIL DRAWINGS.10.CONTACT RENATA LEONARD AT 336-747-6998 OR CITY LINK AT 336-727-8000FOR STREET CUT PERMIT AND PRIOR TO ANY STREET CUTS.11.CROSS-CONNECTION CONTROL PROTECTION DEVICES ARE REQUIREDBASED ON DEGREE OF HEALTH HAZARD INVOLVED AS LISTED IN APPENDIX BOF THE RULES GOVERNING PUBLIC WATER SYSTEMS IN NORTH CAROLINA.THESE GUIDELINES ARE THE MINIMUM REQUIREMENTS. THE DEVICES SHALLMEET AMERICAN SOCIETY OF SANITARY ENGINEERING (ASSE) STANDARDSOR BE ON THE UNIVERSITY OF SOUTHERN CALIFORNIA APPROVAL LIST. THEDEVICES SHALL BE INSTALLED AND TESTED (BOTH INITIAL AND PERIODICTESTING THEREAFTER) IN ACCORDANCE WITH THE MANUFACTURER'SRECOMMENDATIONS OR THE LOCAL CROSS-CONNECTION CONTROLPROGRAM, WHICHEVER IS MORE STRINGENT.12.AS OF JULY 1, 2011, ALL METERS SHALL BE PURCHASED THROUGH THECITY/COUNTY UTILITIES DIVISION. CONTRACTORS AND DEVELOPERS CANPURCHASE METERS AT THE UTILITIES BUSINESS OFFICE OFF THE LOBBY OFTHE STUART MUNICIPAL BUILDING, 100 E. FIRST STREET.13.ENGINEER OF RECORD IS RESPONSIBLE FOR ENSURING THAT THE FIRE LINEFROM THE BACK OF THE BACK FLOW PREVENTER TO THE BUILDING ISINSTALLED TO THE MOST CURRENT EDITION OF THE NORTH CAROLINA FIRECODE.14. IF WORK IS TO BE DONE ON AN EXISTING HYDRANT MORE THAN THIRTYYEARS OLD, CONTACT UTILITIES CONSTRUCTION AND MAINTENANCE TOHAVE HYDRANT EXCHANGED FOR A NEW HYDRANT.15.EXISTING WATER CONNECTIONS NOT INTENDED FOR REUSE SHALL BETERMINATED AT THE MAIN. ¾” THROUGH 2” CONNECTIONS THECORPORATION SHALL BE CUT-OFF AND THE COPPER SERVICE LINE CUT THRUAT THE CORPORATION. 3” THROUGH 10” CONNECTIONS THE TAPPING VALVEAND SLEEVE OR TEE SHALL BE REMOVED AND REPLACED WITH MECHANICALJOINT SLEEVES AND DUCTILE IRON PIPE INSTALLED TO CITY OFWINSTON-SALEM STANDARD. VAULTS OR BOXES SHALL BE PROPERLYREMOVED OR DEMOLISHED. CONNECTIONS INTENDED FOR REUSE ARESUBJECT TO ASSESSMENT AND UPGRADE. CONTACT THE METER SHOP336-771-5130, FOR ASSISTANCE.16.ENGINEER OF RECORD IS RESPONSIBLE FOR ENSURING ALL FIRE LINEBACKFLOW PREVENTERS AND 3” AND LARGER DOMESTIC WATER BACKFLOWPREVENTERS ARE INSTALLED TO THE MOST CURRENT EDITION OF THEWINSTON-SALEM / FORSYTH COUNTY UTILITIES CROSS-CONNECTIONCONTROL STANDARDS.11
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'S36°50'00"E188.23'S38°11'35"E122.87'N87°23'47"W937.60'PROPOSEDCOMMUNITY CENTERFFE = 925.50STORM INLET(TYP)STORM INLET(TYP)8" PVC @1.0% MIN.15" PVC DRAIN BASINGRATE: 924.50INV: 922.50DOWNSPOUT(TYP)ALTERNATE #1RAIN CHAIN DRAINAGE -8" PVC W/ CLEANOUTSDRAINAGE SWALE(TYP)371412105916428
1311161517RIP-RAP DISSIPATER8' L X 9.25' W X 9"THICKNESSD50 = 3"RIP-RAP DISSIPATER10' L X 11.5' W X 9"THICKNESSCLASS A RIPRAPSG921.21SG923.21SG922.40SG925.40SG924.50SG921.00SG925.488" PVC @1.0% MIN.15" PVC DRAIN BASINGRATE: 924.50INV: 922.508" PVC @1.0% MIN.CLEANOUT(TYP)DAYLIGHT 8"PVC TO 5'x5'RIPRAP PADINV: 918.008" PVC @1.0% MIN.8" PVC @1.0% MIN.8" PVC @1.0% MIN.CLEANOUT(TYP)8" PVC @1.0% MIN.8" PVC @1.0% MIN.8" PVC @1.0% MIN.8" PVC @1.0% MIN.10" PVC @1.0% MIN.18" PVC DRAIN BASINGRATE: 924.50INV: 922.5015" PVC DRAIN BASINW/ SOLID RIMGRATE: 925.25INV: 922.1018" PVC DRAIN BASINW/ SOLID TRAFFIC-BEARING GRATEGRATE: 924.56INV: 920.7915" PVC DRAIN BASINGRATE: 924.00INV: 922.00NYOPLAST INLETGRATE: 920.00INV: 918.008" PVC @1.0% MIN.RAIN CHAIN(BASE BID)SG920.58SG920.59SG920.64SG921.07SG922.01SG922.30SG921.47SG922.38SG922.03SG923.05SG923.43T/SWLK923.75SG922.71SG923.83SG920.78TC921.77TC920.25TC920.81CLEANOUT(TYP)8" PVC @1.0% MIN.15" PVC DRAIN BASINGRATE: 921.75INV: 919.75RAIN CHAIN(BASE BID)RIP-RAP DISSIPATER13' L X 15' W X 14" THICKNESSCLASS B RIPRAPSG925.48SG925.36SG925.48 SG925.48 SG925.48SG925.48SG925.48SG925.48SG925.48SG925.48TC921.62TC920.91TC920.21TC921.11TC921.20TC920.60TAPER DOWNCURBSG920.38TC919.20TC921.06TAPER DOWNCURBTC923.19TC922.91TC922.69SG922.62TC922.81ASPHALT FLUSHW/ EXISTINGSG922.68SG921.83SG921.83SG922.65SG922.65SG923.00SG923.00SG922.75SG922.00T/SWLK923.75SG923.87SG923.87T/SWLK923.71SG923.33SG923.21SG922.83SG922.69SG922.54TC922.84TC922.00SG922.59T/SWLK923.09SG923.21TC921.33T/SWLK921.63SG921.13SG921.25SG921.75TC921.33T/SWLK921.63SG921.75SG923.85SG923.95TC923.29TC923.68SG923.80SG920.68SG921.28SG921.18SG921.25SG919.83SG919.77SG919.88SG920.33SG920.27TC921.54SG922.40 TC921.81SG922.50SG921.13SG925.48SG920.83TC920.09 ALL CLANOUTS IN PAVEDAREAS TO INCLUDEFLUSH COVER (TYP)SG925.07SG925.25SG925.25SG925.32SG925.05 SG925.30 SG925.02SG925.02SG923.58SG923.48SG925.48HP920.37SG924.65SG924.55SG924.3315" PVC DRAIN BASINGRATE: 923.75INV: 921.75VEGETATEDDRAINAGE SWALETC921.79TC921.60SG921.60CURB TAPERSTO FLUSHSG922.00TC922.00TC921.35SG920.67SG924.50SG924.10SG925.00SG924.60SG922.84SG922.4424" PVC DRAIN BASINGRATE: 920.25INV: 917.2512" PVC@ 1.00% MIN15" PVC DRAIN BASINGRATE: 920.50INV: 918.50T/SWLK922.50T/SWLK920.00SG922.215:1 MAXSIDE SLOPE36" CURB CUTRIP-RAP DISSIPATER15' L X 26' W X 8" THICKNESSCLASS A RIPRAP15" FESINV: 920.0015" FESINV: 919.5018" FESINV: 919.5015" FESINV: 918.509
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1SG924.89SG921.89TC921.78STORM STRUCTURE TABLESTRUCTURE #135791012141517TOP916.25918.70919.56919.71919.59920.21921.96920.71920.94921.44STRUCTURE HEIGHT4.33'4.91'4.46'4.46'3.19'???'3.71'???'???'???'DESCRIPTIONNCDOT 24" FESNCDOT 840.02 CONCRETE CATCH BASINNCDOT 840.02 CONCRETE CATCH BASINNCDOT 840.02 CONCRETE CATCH BASINNCDOT 840.02 CONCRETE CATCH BASINNCDOT 18" FESNCDOT 840.14 DRAINAGE INLETNCDOT 18" FESNCDOT 15" FESNCDOT 15" FESSTORM PIPE TABLEPIPE #2468111316DIA24"18"18"15"18"18"15"FROM - TO3 - 15 - 37 - 59 - 512 - 1014 - 1217 - 15UPSTREAMINVERT914.28915.31915.75916.59918.75919.00920.00DOWNSTREAMINVERT914.00914.78915.31915.56918.50918.75919.50SLOPE0.94%0.58%0.63%3.03%0.59%0.58%0.75%LENGTH30.00 LF91.57 LF70.95 LF34.04 LF42.47 LF42.88 LF66.90 LFDESCRIPTION24 INCH RCP18 INCH RCP18 INCH RCP15 INCH RCP18 INCH RCP18 INCH RCP15 INCH RCPNAD 830SCALE 1"=30'60'30'REVISIONSDESCRIPTION:planningarchitectureinteriorsDATENODATETHIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS, PA. ANDSHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR IN PART. ITSHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANYOTHER COMPANY OR AGENCY WITHOUT THE CONSENT OF ADWARCHITECTS, PA.SHEET NUMBERSEALPROJECT NO________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________six coliseum centre2815 coliseum centre drivesuite 500charlotte, north carolina 28217t] 704 379 1919f] 704 379 1920www.adwarchitects.comLEWISVILLE COMMUNITY CENTERLEWISVILLE, NC06.26.202019033100% CONSTRUCTIONDOCUMENTSenvironmentslife106/26/20 PLAN REVIEW COMMENTSC-400GRADING ANDDRAINAGE PLANGRADING AND DRAINAGE LEGENDPROPOSED CONTOUREXISTING CONTOUR800CATCH BASIN PROPOSED STORM SEWERSTORM CLEANOUT800TC349.00'TOP OF CURB ELEVATIONSG349.00'PROPOSED SPOT ELEVATIONDSTORM MANHOLENYOPLAST INLETRIP RAPEXISTING STORM SEWEREP349.00'EDGE OF PAVEMENT ELEVATIONALTERNATE #1RAIN CHAIN DRAINAGE- 8" PVC W/ CLEANOUTST/SWLK349.00'TOP OF SIDEWALKCROSS SECTIONAL VIEWVEGETATED SWALE INSTALLATIONNO SCALE5:1 MAX.5:1 MAX.CONTRACTOR TO PLACE MIN. 6" OFTOPSOIL AND PERMENTLY SEEDPER NCDEQ REQUIREMENTSIMMEDIATELY FOLLOWINGINSTALLATIONCOMPACTEDSUBGRADENOTES:1.INSPECT SWALE WEEKLY AND AFTER EACH RAIN EVENT TOENSURE NO EROSION HAS OCCURRED.2.VEGETATED SWALE TO ACT AS DIVERSION DITCH INEROSION CONTROL PHASE. ENSURE PERMANENTVEGETATION HAS BEGUN WITHIN THE NCDEQ'SALLOWABLE TIMEFRAME.
XXGRAVELDRIVEWAY6
0
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60' INV=916.84'EPEPEPEPINV=914.68'210'8"VCPRIM=922.71'RIM=924.18'EPEPEPEPEP TEST STATION1 1/2" SANITARY SEWER FORCE MAIN400 PAIR COPPER25 PAIR COPPER100 PAIR COPPER600 PAIR COPPER600 PAIR COPPER6"STEEL GAS LINE200 P
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PINV=918.36'INV=918.15'6
0
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60' 6"MAPLEOHPEPEPEPEPEPEPEPEPEP TEST STATION400 PAIR COPPER25 PAIR COPPER100 PAIR COPPER600 PAIR COPPER600 PAIR COPPER6"STEEL GAS LINE200 P
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R WW600 PAIR COPPER 400 PAIRCOPPER 25 PAIR COPPER100 PAIR COPPERPIN : 5885-14-1447PIN : 5885-14-9288REVISIONSDESCRIPTION:planningarchitectureinteriorsDATENODATETHIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS, PA. ANDSHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR IN PART. ITSHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANYOTHER COMPANY OR AGENCY WITHOUT THE CONSENT OF ADWARCHITECTS, PA.SHEET NUMBERSEALPROJECT NO________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________six coliseum centre2815 coliseum centre drivesuite 500charlotte, north carolina 28217t] 704 379 1919f] 704 379 1920www.adwarchitects.comLEWISVILLE COMMUNITY CENTERLEWISVILLE, NC06.26.202019033100% CONSTRUCTIONDOCUMENTSenvironmentslife106/26/20 PLAN REVIEW COMMENTSC-401WATERSHED PLANNAD 830SCALE 1"=60'120'60'NAD 830SCALE 1"=60'120'60'PRE-DEVELOPMENT IMPERVIOUS AREA QUANTITIESPIN: 5885-14-1447- ACREAGE: ±16.18 ACRES- PRE-DEVELOPMENT IMPERVIOUS AREA: ±2.27 ACRES- PERCENTAGE OF SITE: 14.03%PIN 5885-14-9288- ACREAGE: ±15.00 ACRES- PRE-DEVELOPMENT IMPERVIOUS AREA: ±0.12 ACRES- PERCENTAGE OF SITE: 0.80%TOTAL AREA- TOTAL ACREAGE: ±31.18 ACRES- PRE-DEVELOPMENT IMPERVIOUS AREA: ±2.39 ACRES- TOTAL PERCENTAGE: 7.67%POST-DEVELOPMENT IMPERVIOUS AREA QUANTITIESPIN: 5885-14-1447- ACREAGE: ±16.18 ACRES- POST-DEVELOPMENT IMPERVIOUS AREA: ±2.32 ACRES- PERCENTAGE OF SITE: 14.33%PIN 5885-14-9288- ACREAGE: ±15.00 ACRES- POST-DEVELOPMENT IMPERVIOUS AREA: ±1.63 ACRES- PERCENTAGE OF SITE: 10.87%TOTAL AREA- TOTAL ACREAGE: ±31.18 ACRES- POST-DEVELOPMENT IMPERVIOUS AREA: ±3.95 ACRES- TOTAL PERCENTAGE: 12.67%
910915920925930935910915920925930935925.1925.9926.3926.5926.3926.2926.7926.2925.0924.2923.3922.2920.2
921.4
922.0
922.0
922.2
922.1
922.7
922.9
923.8
922.2
922.4
922.8
923.7
925.07924.00923.50922.71922.31922.51922.61922.70923.08923.12923.09923.24920.59
923.41
923.10
922.35
922.89
923.990+000+501+001+502+002+503+003+504+004+505+005+506+00383.88' OF6" DIP@ 0.60%440.81' OF6" DIP@ 0.60%872.78' OF6" DIP@ 0.60%EX28" PVC@ 2.18%COTOP 923.12INV IN 918.96 (3)INV OUT 918.96 (4)COTOP 922.69INV IN 919.47 (2)INV OUT 919.47 (3)COTOP 923.37INV IN 919.95 (1)INV OUT 919.95 (2)280.38' OF6" DIP@ 0.60%COTOP 923.14INV IN 918.72 (4)INV OUT 918.72 (5)559.86' OF6" DIP@ 0.60%CO
TOP 923.46
INV IN 918.36 (5)
INV OUT 918.36 (6)654.69' OF6" DIP@ 0.60%APPROXIMATE LOCATIONEXISTING WATER SERVICE (FIELDVERIFY ELEVATION PRIOR TOCONSTRUCTION)PROPOSED 6" FIRELINE AND 3"DOMESTIC LINEMIN. 18"SEPARATIONCO
TOP 921.97
INV IN 918.03 (6)
INV OUT 918.03 (7)749.50' OF6" DIP@ 0.60%R/W158.19' OF6" DIP@ 0.60%COTOP 925.07INV IN 920.30 (X2)INV OUT 920.30 (1)MIN. 18"SEPARATIONAPPROXIMATE LOCATION OFPROPOSED NATURAL GASPROPOSED 4"FIRE LINEEXISTING MANHOLETOP: 922.71C/L INV: ±916.89ADJUST RIM ASNEEDED TO BE FLUSHW/ FINISHED GRADE1030.00' OF6" Ductile Iron@ 0.83%CO
TOP 922.06
INV IN 917.73 (7)
INV OUT 917.73 (8)
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TOP 922.09
INV IN 917.14 (9)
INV OUT 917.14 (10)MIN. 18"SEPARATIONAPPROXIMATE LOCATIONEXISTING WATER SERVICE (FIELDVERIFY ELEVATION PRIOR TOCONSTRUCTION)APPROXIMATE LOCATIONEXISTING WATER SERVICE (FIELDVERIFY ELEVATION PRIOR TOCONSTRUCTION)910915920925930910915920925930924.2922.6921.0919.4917.9916.7915.7914.9924.22922.62920.99919.44917.90916.74915.68914.930+000+501+001+502+002+507TOP 919.71INV OUT 915.75 (6)670.95' OF18" RCP@ 0.63%5TOP 919.56INV IN 915.31 (6)INV IN 915.56 (8)INV OUT 915.31 (4)491.57' OF18" RCP@ 0.58%3TOP 918.70INV IN 914.78 (4)INV OUT 914.28 (2)230.00' OF24" RCP@ 0.94%1TOP 916.25INV IN 914.00 (2)915920925930915920925930918.7920.1919.1
919.4
918.74920.13
919.09
919.420+000+501+0010
TOP 920.21
INV IN 918.50 (11)1142.47' OF18" RCP@ 0.59%12TOP 921.96
INV IN 918.75 (13)
INV OUT 918.75 (11)1342.88' OF18" RCP@ 0.58%14TOP 920.71INV OUT 919.00 (13)915920925930915920925930920.0920.8921.3920.00920.79921.340+000+501+0015TOP 920.94INV IN 919.50 (16)1666.90' OF15" RCP@ 0.75%17TOP 921.44INV OUT 920.00 (16)910915920925930910915920925930919.7
919.9
919.67
919.860+000+509
TOP 919.59
INV OUT 916.59 (8)
5
TOP 919.56
INV IN 915.31 (6)
INV IN 915.56 (8)
INV OUT 915.31 (4)834.04' OF15" RCP@ 3.03%REVISIONSDESCRIPTION:planningarchitectureinteriorsDATENODATETHIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS, PA. ANDSHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR IN PART. ITSHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANYOTHER COMPANY OR AGENCY WITHOUT THE CONSENT OF ADWARCHITECTS, PA.SHEET NUMBERSEALPROJECT NO________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________six coliseum centre2815 coliseum centre drivesuite 500charlotte, north carolina 28217t] 704 379 1919f] 704 379 1920www.adwarchitects.comLEWISVILLE COMMUNITY CENTERLEWISVILLE, NC06.26.202019033100% CONSTRUCTIONDOCUMENTSenvironmentslife106/26/20 PLAN REVIEW COMMENTSC-500SANITARY ANDSTORM SEWERPROFILE SCALE00404PROFILE SCALE00404PROFILE SCALE00404PROFILE SCALE00404PROFILE SCALE00404PROFILES1
REVISIONSDESCRIPTION:planningarchitectureinteriorsDATENODATETHIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS, PA. ANDSHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR IN PART. ITSHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANYOTHER COMPANY OR AGENCY WITHOUT THE CONSENT OF ADWARCHITECTS, PA.SHEET NUMBERSEALPROJECT NO________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________six coliseum centre2815 coliseum centre drivesuite 500charlotte, north carolina 28217t] 704 379 1919f] 704 379 1920www.adwarchitects.comLEWISVILLE COMMUNITY CENTERLEWISVILLE, NC06.26.202019033100% CONSTRUCTIONDOCUMENTSenvironmentslife106/26/20 PLAN REVIEW COMMENTSC-600EROSION CONTROLNOTES AND DETAILSNOTESSTRAW BALESTRAW BALE(TYP)10 mil PLASTIC LININGVARIES10' MINIMUMBINDER WIRENATIVE MATERIAL(OPTIONAL)STAPLES(2 PER BALE)WOOD ORMETAL STAKES(2 PER BALE)SECTION B-BNOT TO SCALE10 mil PLASTIC LININGBBPLANNOT TO SCALECONCRETE WASHOUTSIGN DETAIL(OR EQUIVALENT)PLYWOOD48"X24"PAINTED WHITEBLACK LETTERS6" HEIGHTLAG SCREWS36"36"TYPE "ABOVE GRADE" WITH STRAW BALES2"8"1.12" DIASTEEL WIRESTAPLEDETAILCONCRETEWASHOUT10' MINIMUMVARIES10 mil PLASTIC LININGPLANNOT TO SCALE10 mil PLASTIC LININGWOOD FRAME SECURELYFASTENED AROUNDENTIRE PERIMETERWITH TWO STAKESTWO-STACKED2X12 ROUGHWOOD FRAMESTAKE(TYP)TYPE "ABOVE GROUND"WITH WOOD PLANKSSECTION B-BNOT TO SCALEBBVARIES10' MINIMUMAA10 mil PLASTIC LINING10 mil PLASTIC LININGSANDBAGBERMBERM3'LATH ANDFLAGGING ON3 SIDESPLANNOT TO SCALESECTION A-ANOT TO SCALESANDBAGTYPE "BELOW GRADE"CONCRETE WASHOUTWOOD POST3.5"X3.5"X8'1. ACTUAL LAYOUT TO BE DETERMINED IN THE FIELD.2. A CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30' OF THE TEMPORARY CONCRETE WASHOUT FACILITY.3. MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE REMOVED FROM THE SITE OF THE WORK AND DISPOSED OF OR RECYCLED.4. HOLES, DEPRESSIONS OR OTHER GROUND DISTURBANCE CAUSED BY THE REMOVAL OF THE TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE BACKFILLED, REPAIRED, AND STABILIZED TO PREVENT EROSION.#57 WASHED STONE PLACED TOA HEIGHT OF 16" MINIMUMABOVE THE TOP OF BOXGALVANIZED HARDWAREWIRE EXTENDS TO THETOP OF THE BOXSTANDARD METAL POSTS2'-0" IN GROUNDMAINTENANCEINSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT.CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENTRAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENT REMOVAL. REPLACESTONE AS NEEDED.INLET PROTECTIONNO SCALESUMMERTEMPORARY SEEDING (PIEDMONT REGION)SEEDING MIXTURESPECIES RATE (lb/ACRE) GERMAN MILLET 40IN THE PIEDMONT AND MOUNTAINS, A SMALL-STEMMEDSUDANGRASS MAY BE SUBSTITUTED AT A RATE OF 50lb/ACRE.SEEDING DATESMOUNTAINS-MAY 15 - AUG. 15PIEDMONT-MAY 1 - AUG. 15COASTAL PLAIN-APR. 15 - AUG. 15SOIL AMENDMENTSFOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY2,000 lb/ACRE GROUND AGRICULTURAL LIMESTONE AND750 lb/ACRE 10-10-10 FERTILIZER.MULCHAPPLY 4,000 lb/ACRE STRAW. ANCHOR STRAW BYTACKING WITH ASPHALT, NETTING, OR A MULCHANCHORING TOOL. A DISK SET NEARLY STRAIGHT CANBE USED AS A MULCH ANCHORING TOOL.MAINTENANCEREFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE.RESEED, REFERTILIZE, AND MULCH IMMEDIATELYFOLLOWING EROSION OR OTHER DAMAGE.FALLTEMPORARY SEEDING (PIEDMONT REGION)SEEDING MIXTURESPECIES RATE (lb/ACRE) RYE (GRAIN) 120SEEDING DATESMOUNTAINS-AUG. 15 - DEC. 15COASTAL PLAIN AND PIEDMONT-AUG. 15 - DEC. 30SOIL AMENDMENTSFOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000lb/ACRE GROUND AGRICULTURAL LIMESTONE AND 1,000lb/ACRE 10-10-10 FERTILIZER.MULCHAPPLY 4,000 lb/ACRE STRAW. ANCHOR STRAW BY TACKINGWITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. ADISK SET NEARLY STRAIGHT CAN BE USED AS A MULCHANCHORING TOOL.MAINTENANCEREPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY.TOPDRESS WITH 50 LB/ACRE OF NITROGEN IN MARCH. IF IT ISNECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15,OVERSEED WITH 50LB/ACRE KOBE (PIEDMONT AND COASTALPLAIN) OR KOREAN (MOUNTAINS) LESPEDEZA IN LATEFEBRUARY OR EARLY MARCH.LATE WINTER/EARLY SPRINGTEMPORARY SEEDING (PIEDMONT REGION)OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARYCOVER IS NOT TO EXTEND BEYOND JUNE.SEEDING DATESMOUNTAINS - ABOVE 2500 FT: FEB. 15 - MAY 15 BELOW 2500 FT: FEB. 1 - MAY 1PIEDMONT - JAN. 1 - MAY 1COASTAL PLAIN-DEC. 1 - APR. 15SOIL AMENDMENTSFOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000lb/ACRE GROUND AGRICULTURAL LIMESTONE AND 750lb/ACRE 10-10-10 FERTILIZER.MULCHAPPLY 4,000 lb/ACRE STRAW. ANCHOR STRAW BY TACKINGWITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. ADISK SET NEARLY STRAIGHT CAN BE USED AS A MULCHANCHORING TOOL.MAINTENANCEREFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED,REFERTILIZE, AND MULCH IMMEDIATELY FOLLOWINGEROSION OR OTHER DAMAGE.SEEDING MIXTURESPECIES RATE (lb/ACRE) RYE (GRAIN) 120ANNUAL LESPEDEZA (KOBE INPIEDMONT AND COASTAL PLAIN,KOREAN IN MOUNTAINS) 50PERMANENT SEEDINGPREPARE SEEDBED BY RIPPING, CHISELING, HARROWING, OR PLOWING TODEPTH OF SIX INCHES SO AS TO PRODUCE A LOOSE, FRIABLE SURFACE.REMOVE ALL STONES, BOULDERS, STUMPS, OR DEBRIS FROM THE SURFACEWHICH WOULD PROHIBIT GERMINATION OR PLANT GROWTH.INCORPORATE INTO THE SOIL 800 TO 1,000 POUNDS OF 10-10-10 FERTILIZERPLUS 500 POUNDS OF 20-PERCENT SUPERPHOSPHATE PER ACRE AND TWOTONS OF DOLOMITIC LIME PER ACRE UNLESS SOIL TESTS INDICATE THAT ALOWER RATE OF LIME CAN BE USED.MULCH AFTER SEEDING WITH 1.5 TONS OF GRAIN STRAW PER ACRE ANDEITHER CRIMP STRAW INTO SOIL OR TACK WITH LIQUID ASPHALT AT 400GALLONS PER ACRE OR EMULSIFIED ASPHALT AT 300 GALLONS PER ACRE.PERMANENT SEEDINGS:PLANTS & MIXTURE PLANTING RATE/ACRE PLANTING DATESTALL FESCUE 110 LBS AUG 15 - OCT 15JAPANESE CLOVER FEB 15 - MAY 1CHINESE LESPEDEZA(LOW MAINTENANCE SLOPE3:1 OR LESS)TALL FESCUE 140 LBS AUG 15 - OCT 15JAPANESE CLOVER FEB 15 - MAY 1CHINESE LESPEDEZA(LOW MAINTENANCE SLOPESTEEPER THAN 3:1) BLEND OF TWO TURFTYPE 200 LBS AUG 15 - OCT 15 TALL FESCUES (90%) AND FEB 15 - MAY 1TWO OF MORE IMPROVEDKENTUCKY BLUEGRASSVARIETIES (10%) (GENERALLAWN AREAS)* REFER TO THE SPECIFICATIONS AND MAINTENANCE REQUIREMENTS IN THE "NORTH CAROLINA EROSION CONTROL PLANNING MANUAL" JUNE 1, 2006 EDITION.FOR SPRING SEEDINGS, USE SCARIFIED LESPEDEZA SEED. FOR LATE FALLAND WINTER SEEDINGS, USE UNSCARIFIED SEEDS.EROSION CONTROL MATTING SHALL BE PROVIDED ON ALL SLOPES 3:1 ANDGREATER.SILT FENCE (*NCDEQ 6.62)FRONT VIEWSIDE VIEW8" DOWN AND 4" FORWARDALONG TRENCH8" MINIMUM COVER OVERSKIRT *GRADEFILL SLOPESILT FENCE FABRICWOVEN WIRE FABRICSTEEL POST32" MIN. WIDTH NOTE:USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES NOT EXCEED 1/4 ACRE ANDNEVER IN AREAS OF CONCENTRATED FLOW.MINIMUM 10 GAUGELINE WIRESSILT FENCE FABRICINSTALLED TO SECONDWIRE FROM TOPMINIMUM 12-1/2 GAUGEINTERMEDIATE WIRESGRADE3'-0"2'-0"24"8'-0" MAXIMUMMAINTENANCEINSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL.MAKE ANY REQUIRED REPAIRS IMMEDIATELY.SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE, ORBECOME INEFFECTIVE, REPLACE IT PROMPTLY.REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGEVOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKECARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS ANDBRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTINGDRAINAGE AREA HAS BEEN PROPERLY STABILIZED.CROSS SECTIONPROPOSED STREET,25' OR WIDTH OFWHICHEVER ISEXISTING ROADWAY6" MIN.PLAN VIEW35' MIN.ROADWAYEXISTING50' MIN.GREATER.NEW CONSTRUCTION15' MIN.12" MIN.2"-3" STONE TO BE USED(SURGE STONE OR RAILROADBALLAST)BUT SUFFICIENT TO KEEPSEDIMENT ON SITEFABRIC UNDER STONETEMPORARY CONSTRUCTION ENTRANCE (*NCDEQ 6.06)NOTES:1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO ENSURE CONSTRUCTION ENTRANCE IS USED.2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD IS NOT REMOVED BY THE VEHICLE TRAVELING OVER THE STONE, THEN THE TIRES OF THE VEHICLES MUST BE WASHED BEFORE ENTERING THE PUBLIC ROAD.3. MAINTAIN GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING CONSTRUCTION SITE. ENTRANCE WILL REQUIRE PERIODIC REMOVAL OF SEDIMENT-LADEN STONE AND REPLACEMENT WITH FRESH STONE.MAINTENANCEMAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENTMUD OR SEDIMENT FROM LEAVING THE CONSTRUCTIONSITE. THIS MAY REQUIRE PERIODIC TOP DRESSING WITHTWO-INCH STONE. AFTER EACH RAINFALL, INSPECT ANYSTRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUTAS NECESSARY. IMMEDIATELY REMOVE ALLOBJECTIONABLE MATERIALS SPILLED, WASHED, ORTRACKED ONTO PUBLIC ROADWAYS.EXISTING ROADWAY6" MIN.35' MIN.NEW CONSTRUCTION15' MIN.12" MIN.FABRIC UNDER STONEENTRANCE GRADE GREATERTHAN 2%6" TO 8" STONE RIDGEFILL SLOPEWASTE MATERIAL-COMPACT,SEED & MULCH AFTERCONSTRUCTION OF DITCHVAR.2' - 10'1'CROSS SECTIONAL VIEW2:1 MAX.2:1
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.18"NOTES:2' MIN.12"1.TEMPORARY DIVERSION DITCH TO BE USED TO INTERCEPT FLOW AND/OR DIVERT TO A SEDIMENT CONTROL MEASURE OR BMP.2.SILT SHALL BE REMOVED WHEN DITCH IS ONE-HALF FULL.3.DITCH SHALL BE RECONSTRUCTED WHEN DAMAGED BY EQUIPMENT OR COVERED BY FILL.4.STABILIZE DIVERSION DITCH BERM WITH TEMPORARY SEEDING, MULCH WITH TAC, AND/OR EROSION CONTROLNETTING.MAINTENANCEINSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THEFLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. WHENTHE AREA PROTECTED IS PERMANENTLY STABILIZED, REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE NATURALGROUND LEVEL AND APPROPRIATELY STABILIZE IT.2
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.2:1 MAX.TEMPORARY DIVERSION DITCHNO SCALESUPPORT ROPETO WIRE TOPREVENT SAGGINGSUPPORT POST24" INTRO BOTTOMOR SIDECOIR MESH OR SIMILAR, STAPLED ORTRENCHED INTO BOTTOM OR SIDEOUTLET ZONENOTES:1.BAFFLE MATERIAL SHOULD BESECURED AT THE BOTTOM AND SIDES USING STAPLES OR BY TRENCHING AS FOR SILT FENCE.2.MOST OF THE SEDIMENT WILLACCUMULATE IN THE 1ST BAY, WHICH SHOULD BE READILY ACCESSIBLE FOR MAINTENANCE.3.PROVIDE 3 BAFFLES (USE TWO IFLESS THAN 20 FEET IN LENGTH).PROVIDE 5 BAFFLES FOR DRAINAGE AREAS GREATER THAN 10 ACRES.4.BAFFLE SHALL BE 700 G/M2 COIREROSION BLANKET.5.TOPS OF BAFFLES SHOULD BE 2INCHES LOWER THAN THE TOP OFTHE BERMS6.INSPECT BAFFLES FOR REPAIR ONCEA WEEK AND AFTER EACH RAINFALLINLET ZONE35% ofbasin surface area1st Cell25% of basinsurface area2nd Cell25% of basinsurface area15% ofbasin surface areaCROSS SECTIONPLAN VIEWSECTION VIEW AT OPENINGFENCE AND FABRICBURIED IN TRENCH6"X6" TRENCH,BACKFILLED ANDCOMPACTEDSTEEL POSTMAINTENANCEINSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLE COLLAPSE, TEAR, DECOMPOSE,OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL TO PROVIDE ADEQUATE STORAGE VOLUME FOR THENEXT RAIN AND TO REDUCE PRESSURE ON THE BAFFLES. TAKE CARE TO AVOID UNDERMINING THE FENCE DURINGCLEANOUT. SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE DESIGNED STORAGE DEPTH.REMOVE ALL BAFFLE MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZEIT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.POROUS BAFFLESNO SCALENOTES:1. L = THE LENGTH OF THE RIPRAP APRON.2. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOTLESS THAN 6" (INCHES).3. A FILTER BLANKET OR FILTER FABRIC SHOULD BEINSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION.AAI.D.PLAN VIEWSECTION 'A-A'FILTERFABRICdLPIPEPIPEMAINTENANCERIP RAP SHOULD BE INSPECTED PERIODICALLY FOR SCOUR ORDISLODGED STONES. CONTROL OF WEED AND BRUSH GROWTHMAY BE NEEDED IN SOME LOCATIONS.OUTLET PROTECTIONNO SCALE3 * I.D.LW3' FILTER FABRICON GROUNDSTEEL FENCE POSTWIRE FENCEHARDWARE CLOTHFILTER OF #57WASHED STONEBURY 6" OF UPPER EDGE OFFILTER FABRIC IN TRENCHBURY WIRE FENCE ANDHARDWARE CLOTHTOP OF SILT FENCEMUST BE AT LEAST 1'ABOVE THE TOP OFTHE WASHED STONESILT FENCEFRONT VIEWSECTION VIEWSTEEL FENCEPOST SET MAX2' APART MIN. 18"INTO SOLID GROUNDBURY WIRE FENCE,FILTER FABRIC,AND HARDWARECLOTH IN TRENCH4' MIN.NOTES:1.REMOVE SEDIMENT WHEN HALF OFSTONE OUTLET IS COVERED.2.REPLACE STONE AS NEEDED TOENSURE DEWATERING.STONE OUTLETNO SCALENOTESBASIN SHOULD BE CLEANED OUT WHEN CAPACITY REACHES AN ELEVATION REPRESENTING THAT THE SEDIMENT STORAGE ZONE ISHALF-FULL OR EVERY 90 DAYS WHICHEVER COMES FIRST.THE TARP USED TO PROTECT THE WEIR SHALL BE THE WIDTH SPECIFIED. THE LENGTH OF THE TARP SHALL BE ACCORDING TO AVAILABLESUPPLY. IF MULTIPLE TARPS ARE TO BE USED, THEN TARPS SHALL BE OVERLAPPED AT LEAST 12". THE UPSTREAM 12" TARP SHALLOVERLAP THE DOWNSTREAM TARP. THE TARP SHALL BE 50 MIL. HEAVY DUTY SILVER TARPAULINS OR EQUIVALENT FOR U.V. RESISTANCE.PROVIDE A MINIMUM OF THREE POROUS BAFFLES TO EVENLY DISTRIBUTE FLOW ACROSS THE BASIN, REDUCING TURBULENCE.BAFFLE MATERIAL MUST BE SECURED AT THE BOTTOM AND SIDES USING STAPLES OR BY TRENCHING AS FOR A SILT FENCE.MOST OF THE SEDIMENT WILL ACCUMULATE IN THE FIRST BAY, SO THIS SHOULD BE READILY AVAILABLE FOR MAINTENANCE.POND SHALL NOT BE CONVERTED FOR STORMWATER USE UNTIL APPROVED BY ENVIRONMENTAL ENGINEER.VENTSCREEN ACCESSIBLETHROUGH DOORFLOATBARREL PIPE LONGER THAN SHOWN.FLEXIBLE JOINT(RADIATOR HOSE)OUTLET END: CONNECTIONTO OUTLET PIPE OR RISERMAINTENANCEINSPECT TEMPORARY SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT ANDREPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE BASIN TO ITS ORIGINAL DIMENSIONS WHEN IT ACCUMULATES TO ONE-HALF THEDESIGN DEPTH. PULL THE SKIMMER TO ONE SIDE SO THAT THE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. PLACE REMOVEDSEDIMENT IN AN AREA WITH SEDIMENT CONTROLS.MAKE SURE VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER.IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASING, USUALLY JERKING ON THE ROPE WILL MAKE THE SKIMMERBOB UP AND DOWN AND DISLODGE THE DEBRIS AND RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OFTHE BASIN AND REMOVE THE DEBRIS. ALSO CHECK THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED; IF SO REMOVE THEDEBRIS.IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION CLEARED WITH A PLUMBER'SSNAKE OR BY FLUSHING WITH WATER. BE SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER.FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS SHOULD BE TAKEN IN THE WINTER TOPREVENT THE SKIMMER FROM PLUGGING WITH ICE.CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE AND INSPECT THE EMBANKMENT FOR PIPING ANDSETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE RISER AND POOL AREA.BASIN#DRAINAREA(ACRES)DISTB.AREA(ACRES)1PEAKFLOW(CFS)BASIN SURFACEAREA(SF)6.363.7516.275,832REQUIRED SURFACEAREA(SF)BASIN VOLUME(CF)REQUIRED BASINVOLUME (CF)SPILLWAYLENGTH (FT)SKIMMER ORIFICEDIAMETER (IN.)5,28810,4116,750161.5TOP OF BERMELEV.SPILLWAYELEV.BOTTOM OF BASINELEV.915.00914.00912.00SKIMMER SIZE(IN.)3 *DIMENSIONS & VOLUMES OF SKIMMER BASINS ARE AT WEIR ELEVATIONDIMENSIONS(WEIR ELEV) 54' X 108'*2:1 SLOPEELEVATION 2:
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TOP OF DAMTEMPORARY SKIMMERSCHEDULE 40PVC PIPEPROVIDE A MINIMUM OF THREETEMPORARY BAFFLES BETWEENSTORM DRAINAGE DISCHARGES INTOTHE BASIN AND THE BASIN OUTFALLCONNECT FLEXIBLETUBING TO ORIFICENOTE: INSTALL RUBBERGASKETS ON ALL PIPEJOINTSTEMPORARY SKIMMER BASINNO SCALEAT ENTRANCE(CREST OF SPILLWAY)3:13:15'1'EMERGENCY SPILLWAYNO SCALEELEVATION EMERGENCY SPILLWAYCENTERLINEOF DAMNOTES3"40"POST TO BE1.33 lb/LF STEELSEE NOTES BELOW FOR CONSTRUCTIONWEATHERPROOF SIGN (AS SHOWN ABOVE)18"N.T.S.DO NOT ENTERTree Protection AreaSIGN DETAIL3"3"4"4"SIGNMINIMUM
2'-0"4'-0" MINIMUM 5'-0" O.C. MAXIMUMSUBGRADEDO NOT ENTERTree Protection AreaORANGE, UV RESISTANT,HIGH-TENSILE STRENGTH,POLY BARRICADE FABRICON ACTUAL FIELD CONDITIONS.ADDITIONAL SIGNS MAY BE REQUIRED BY NCDENR BASEDMAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT.ON-SITE INSPECTION BY A NCDENR INSPECTOR.INSTALL TREE PROTECTION FENCE & SIGNAGE PRIOR TO CALLING FOR THE INITIALAND SPACING DATA.4"MAINTENANCE:IN SPITE OF PRECAUTIONS, SOME DAMAGE TO PROTECTED TREES MAYOCCUR. IN SUCH CASES, REPAIR ANY DAMAGE TO THE CROWN, TRUCK ORROOT SYSTEM IMMEDIATELY.REPAIR ROOTS BY CUTTING OFF THE DAMAGED AREAS AND PAINTINGTHEM WITH TREE PAINT. SPREAD PEAT MOSS OR MOIST TOPSOIL OVEREXPOSED ROOTS.REPAIR DAMAGE TO BARK BY TRIMMING AROUND THE DAMAGED AREA,TAPER THE CUT TO PROVIDE DRAINAGE, AND PAINT WITH TREE PAINT.CUT OFF ALL DAMAGED TREE LIMBS ABOVE THE TREE COLLAR AT THETRUNK OR MAIN BRANCH. USE THREE SEPARATE CUTS TO AVOID PEELINGBARK FROM HEALTHY AREAS OF THE TREE.SIGNS ARE TO BE PLACED NO GREATER THAN 200' ON CENTER.PLACE SIGN AT EACH END OF LINEAR TREE PROTECTION AREAAND 200' ON CENTER THEREAFTER.FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER,PROVIDE NO LESS THAN ONE SIGN PER PROTECTION AREA.ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOFMATERIAL.LETTERS ARE TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE, ANDSPACED AS DETAILED.TREE PROTECTION FENCE (*NCDEQ 6.05)POST TO BE1.33 lb/LF STEELSKIMMER
DENOTES LIGHT DUTY ASPHALTPAVEMENT ON PLANSDENOTES HEAVY DUTY ASPHALTPAVEMENT ON PLANSDENOTES HEAVY DUTY CONCRETEPAVEMENT ON PLANS(4,000 PSI) NOTE: MAXIMUM JOINTSPACING 14 FT2" NCDOT S-9.5C8" NCDOT ABC STONECOMPACTED SUBGRADE4" NCDOT S-9.5C(PLACED IN TWO LIFTS)PAVEMENT SECTIONS DERIVED FROM LEWISVILLECOMMUNITY CENTER GEOTECHNICAL ENGINEERINGREPORT BY STEWART ENGINEERING DATED 2/5/2020PAVEMENT SECTIONS DERIVED FROM LEWISVILLECOMMUNITY CENTER GEOTECHNICAL ENGINEERINGREPORT BY STEWART ENGINEERING DATED 2/5/2020CONCRETE SIDEWALKNO SCALE4" TYPE CABC STONECOMPACTED SUBGRADE4"14"1"3500 PSICONCRETEEXPANSION JOINT EACH 30' MAX.WITH PREMOLDED EXPANSION FILLER& SEALANTCONC. WALKTOOLED CONTROL JOINTEACH 5' MAXDENOTES CONCRETE SIDEWALK ON PLANSR=14"MAXIMUMPENALTY$250RESERVEDPARKINGACCESSIBLEVANACCESSIBLE PARKING SIGNNO SCALESLOPE TO DRAIN TOPOF CONCRETE FOOTINGSIGN FACE TO BEATTACHED TO POST W/GALVANIZED CARRIAGEBOLTSSIGN R7-8SIGN R7-8SIGN R7-8D PLACEDUNDER SIGNPLACED OVER SIGNAT VAN PARKINGSPACE9"18"9"12"12"DIA.12"60"(CONDITION 1)4"NOTEACCESSIBLE SPACES FOR PHYSICALLY DISABLED PERSONS SHALL BE IDENTIFIED BYABOVE-GRADE SIGNS STATING "RESERVED PARKING". PROVIDE ONE R7-8 SIGN ATEACH HANDICAP PARKING, AS INDICATED ON THE SITE PLAN, ON EITHER A FACINGWALL OR ON A 1-1/2" DIAMETER, STEEL POST, PAINTED BLACK, AND SET IN A 12"CONCRETE FOOTING, AS SHOWN ABOVE. THE SIGN WILL BE ALUMINUM (PAINTEDWHITE), WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. THEBOTTOM OF THE SIGN SHALL BE FIVE FEET ABOVE GRADE. TYPICAL ACCESSIBLESIGNS SHALL CONFORM TO A.D.A. REQUIREMENTS.1/4" PER 1' MAX.1/4" PER1' MAX.ACCESSIBLE SIGNSACCESSIBLE PARKINGNO SCALE8'8'8'18'12"6"6"6 1/2"R3"6"1'R12"R18"18" STANDARD CURB & GUTTERNO SCALE1'-6"12"6"NOTE:CONTRACTION JOINTS SHALLCONFORM TO NCDOT STANDARDS3000 PSICONCRETE6" CABC STONE6' PRECAST WHEEL STOP (VEHICLE SPACES)NO SCALE7-1/2"5"6'-0" LENGTHANCHOR WITH 58" REBARIMBEDDED 24" IN GROUND(2 PER WHEEL STOP, ORPER MANUFACTURERSPECIFICATIONS)REVISIONSDESCRIPTION:planningarchitectureinteriorsDATENODATETHIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS, PA. ANDSHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR IN PART. ITSHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANYOTHER COMPANY OR AGENCY WITHOUT THE CONSENT OF ADWARCHITECTS, PA.SHEET NUMBERSEALPROJECT NO________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________six coliseum centre2815 coliseum centre drivesuite 500charlotte, north carolina 28217t] 704 379 1919f] 704 379 1920www.adwarchitects.comLEWISVILLE COMMUNITY CENTERLEWISVILLE, NC06.26.202019033100% CONSTRUCTIONDOCUMENTSenvironmentslife106/26/20 PLAN REVIEW COMMENTSC-601SITE NOTES ANDDETAILSNO SCALEHEAVY DUTY PAVEMENT SECTIONNO SCALE6" NCDOT ABC STONECOMPACTED SUBGRADELIGHT DUTY PAVEMENT SECTIONNO SCALEHEAVY DUTY CONCRETETO 98% DENSITY)SUBGRADE (COMPACTED 6" ABC STONE 6" AIR-ENTRAINED CONCRETE STOP SIGNNO SCALE2" STEEL POST(DARK BRONZE)3'7'30"ANTI-ROTATIONDEVICEEXTERIOR STAIR DETAILNO SCALE12".(TYP.)3'(TYP.)1'-4"1'-4"3"1'-0"9"3"8"8"7" (TYP.)12"(TYP.)12"(TYP.)16"COMPACTED SUBGRADE5" CABC STONE#4 REBAR (12" O.C.E.W.)3000 PSI CONCRETE(2) #5 REBARS, BOTTOM CONTINUOUS,LAP 2'-2" AT SPLICESFINISHEDGRADE18" WASHEXPANSIONJOINT18" WASH#3 NOSING BARAT EACH RISER12"R(MAX.)FINISHEDGRADE5"INTERMEDIATE SUPPORT(EQUALLY SPACED AT 5' O.C. MAX.)1.5" O.D. POWDER-COATEDALUMINUM HANDRAILS AND POSTS (DARK BRONZE)NOTE:1.FINE BROOM FINISH ALL STAIRS.2.PROVIDE CHEEK WALL ALONG EDGE OF STAIRS(CHEEK WALL NOT REQUIRED ALONG BUILDING EDGE)CHEEKWALLEXPANSIONJOINT6" CHEEK WALLREPLACE HANDRAIL WITHGUARDRAIL THAT PREVENTSPASSAGE OF 4" SPHERES WHENGRADE ADJACENT TO STAIRS ISGREATER THAN 30 INCHES.EXPANSIONJOINTDUMPSTER ENCLOSURENO SCALE18'22'4'4'3"3'1'3'1'32"-34"1.5'(TO BE PLACED AT ENTRANCE TO DUMPSTER ENCLOSURE.SEE PLAN VIEW.)ELEVATION VIEW TYPICAL WOODEN GATEGATE POST DETAILPOST ELEVATIONPLAN VIEWFINISHED GRADE1"x6"x6" BOARDS BOLTED TO ANGLEIRON FRAME. TREATED BOARDSTO MATCH DUMPSTER PAD ENCLOSURE6 58" GALV. POSTST'D. WT. FILLEDWITH CONC.ST'D WT.SLEEVETYPE HINGES2"x2"x316"ANGLE IRONFRAMECANEBOOTSCUT AWAYTO SHOWANGLE IRON"PIN" TYPE COLLECTOR14" PLATE6"x6" TUBEFILLED WITHCONCRETENOTE:ADJUST TOHEIGHT OFCASTERWHEELSON GATE14" PLATECONC.CONC.NOTE:ADJUST TO HEIGHTOF CASTERWHEELS ON GATE1"x6" SIDING1"x6" TRIMMER2"x4" RAIL(TYP)6"x6" POST UNLESSOTHERWISE NOTEDON PLANGATECONCRETE SIDEWALK TURNDOWN DETAILNO SCALECOMPACTEDSUBGRADEMATCH CONCRETESIDEWALK DETAIL12" MIN4"MATCH PAVEMENTDETAIL6"8"(CONSULT WITH ARCHITECT6" DIAMETER GALVANIZED PIPE FILLED WITH CONCRETE,BOLLARD3'-6"7'-6"4'-0"CONC. FOOTING2'-0" DIAMETERPAVEMENT/CONCRETECONCRETE CAPFOR PAINT COLOR)3000 PSINO SCALESEE PLAN FORSTRUCTURE HEIGHTPVC DRAIN BASIN - TRAFFIC INSTALLATIONNOTE: GRATES/SOLID COVER &FRAMES SHALL BE H-20 RATEDWATERTIGHT JOINTH-20 RATED COVERCRUSHED STONE BACKFILLINLET / OUTLET ADAPTORCRUSHED STONE BEDDINGPVC DRAIN BASIN - NON TRAFFIC INSTALLATIONTOP SOILGRATE/COVER4" MIN ON 8" - 24"6" MIN ON 30"4" MIN ON 8" - 24"6" MIN ON 30"DOWNSPOUT COLLECTOR NOTES:1.CONNECT ALL BUILDING DOWNSPOUTS INTO THE ROOF DRAINCOLLECTOR SYSTEM OR DIRECTLY INTO THE STORM SEWERSYSTEM.2.THE ROOF DRAIN COLLECTOR SYSTEM IS SMOOTH-LINED,CORRUGATED POLYETHYLENE PIPE LAID AT MINIMUM SLOPES ASINDICATED.3.PIPES CONNECTING TO INDIVIDUAL DOWNSPOUTS ARE 6" PROVIDEMINIMUM 6" PIPE SIZE 5' OUTSIDE BUILDING. ALL OTHER DRAINPIPES ARE SIZED AS INDICATED INCREASING IN SIZE FROMUPSTREAM TO DOWNSTREAM.4.PROVIDE CLEANOUTS AS INDICATED, AS REQUIRED BY LOCALBUILDING CODE.5.MAKE CONNECTIONS INTO CONCRETE PIPES WITH A FLEXIBLEWATERTIGHT TEE CONNECTOR THAT IS MECHANICALLY EXPANDEDINTO A CORDED OPENING. CONNECTOR TO BE KOR-N-TEE ORAPPROVED EQUAL.6.MAINTAIN ADEQUATE OUTFALL FOR ROOF DRAIN DURING ANDAFTER THE COMPLETION OF CONSTRUCTION.7.MINIMUM DEPTH OF COVER IS ONE (1) FOOT. FOR ALL DEPTHS OFCOVER LESS THAN TWO (2) FEET, PIPE MUST BE SCHEDULE 40 PVC.FOR DEPTHS OF COVER GREATER THAN TWO (2) FEET, FLEXIBLEPIPE MAY BE USED. REFER TO SPECIFICATIONS FOR ALLOWABLEPIPE TYPES.8.MAINTAIN A WATERTIGHT CONNECTION AT ALL PIPE CONNECTIONSBELOW GRADE.9.INSTALL THE DOWNSPOUT COLLECTOR DRAIN BEFORE THEDOWNSPOUTS ARE INSTALLED ON THE BUILDING. THE SITE WORKCONTRACTOR IS RESPONSIBLE FOR ALL WORK TO AND INCLUDINGTHE 45° BEND. REFER TO ARCHITECTURAL DRAWINGS FOR EXACTLOCATIONS OF DOWNSPOUTS ON BUILDING EXTERIOR WALLS.DOWNSPOUT COLLECTORNO SCALECLEANOUT4" - RECESSEDREMOVABLETHREADED PLUGWYECURB TRANSITIONAT CATCH BASINNO SCALE5' CURBTRANSITION18"CURB ANDGUTTER18"CURB ANDGUTTER5' CURBTRANSITIONDARK BRONZE6" #57 STONENO SCALEUTILITY YARD GRAVEL SECTIONDENOTES GRAVEL ON PLANSTO 98% DENSITY)SUBGRADE (COMPACTED COMPACTED SANDY GRAVEL ROADBASE 95% MODIFIED PROCTOR DENSITYRINGS FILLED WITH CONCRETE SAND(CLEAN, SHARP SAND)HYDROGROW MIX BELOW RINGSUPPLIED FREE BY MANUFACTURERSEE ENLARGEMENT BELOWENLARGEMENTTOP OF GRASS ROOTMASS 6 MM (1/4")ABOVE TOP OF RINGNOTE:REFER TO LAWNS & GRASSES SPECIFICATIONS SECTION 32 9200 FORSEEDING INFORMATIONGRASSPAVE2 SQUARESADJACENT GRASSPAVE2 SQUARESCOMPACTED SUBGRADEGRASSPAVE2ATTACH WITHSNAP-FIT FASTENERSROOT MASS TOFILL GRASSPAVE2COMPACTED SANDYGRAVEL BASE COURSETYPICAL GRASSPAVE2 DETAILNO SCALE50cm (19.7")16.7cm(6.6")25cm(9.8")PLAN VIEWSECTION VIEWSPECIFICATIONSUNIT SIZE - 50 CM X 50 CM X 2.5 CM(20" X 20" X 1")AVAILABLE IN 9 STANDARD ROLL SIZESUNIT WEIGHT - 510 GRAMS (18 OZ.)OR 2.0 KG (4.5 POUNDS)STRENGTH - 402 KG/CM (5720 PSI)COLOR - BLACK (STANDARD)RESIN - HDPE (WITH SOME POST-CONSUMERRECYCLED CONTENT)10"6cm(2.4")2.3cm(0.9")8.3cm(3.3")DENOTES GRAVEL ON PLANSTYPICAL GRASSPAVE2 EDGE TREATMENT DETAILNO SCALE20' WIDEFIRE LANEGRASSPAVE2 FIRELANECOMPACTED SANDYGRAVEL ROADBASE8" WIDE x 12" DEEPFLUSH CONCRETE CURB72"
REVISIONSDESCRIPTION:planningarchitectureinteriorsDATENODATETHIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS, PA. ANDSHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR IN PART. ITSHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANYOTHER COMPANY OR AGENCY WITHOUT THE CONSENT OF ADWARCHITECTS, PA.SHEET NUMBERSEALPROJECT NO________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________six coliseum centre2815 coliseum centre drivesuite 500charlotte, north carolina 28217t] 704 379 1919f] 704 379 1920www.adwarchitects.comLEWISVILLE COMMUNITY CENTERLEWISVILLE, NC06.26.202019033100% CONSTRUCTIONDOCUMENTSenvironmentslife106/26/20 PLAN REVIEW COMMENTSC-602UTILITY NOTES ANDDETAILSFIRE DEPARTMENTCONNECTIONNO SCALE3'-6"2'-6" FROMFINAL GRADETO OUTLET1'-4"2'W x 2'L x 0.3'HCONCRETECOLLAR4" STORZ CONNECTIONSEAMLESS COVERSLEEVE (BRASS)IDENTIFICATION PLATE34" THREAD-O-LET ONSTEEL PIPE WITH 34"AUTOMATIC BALL DRIPENCASED IN STONE2' x 2' x 2' NCDOT (TYPECABC) CRUSHED STONEWRAPPED IN FILTERFABRIC9"1" SQUAREEXTENSION114" SQ.BODY6" DIAMETER32" MIN - 40"MAX4-ftMINIMUM518"12"DIAMETERSTANDPIPE(PAINTED BLACK)STANDPIPE(PAINTED RED)TO RISER ROOM1. REMOVE THE BODY FROM THE TOP OF THEINDICATOR POST ASSEMBLY.2. CUT THE REQUIRED LENGTH OFF THE BOTTOM OFTHE STANDPIPE FOR THE GROUND LINE TO MATCHUP WITH STANDPIPE GROUND LINE MARK.3. CUT THE 1" SQ. EXTENSION AT A DISTANCE OF 9"ABOVE THE TOP OF THE STANDPIPE.4. SET THE "OPEN" AND "SHUT" TARGETS FOR THEAPPROPRIATE VALVE SIZE.5. RE-ATTACH THE BODY TO THE TOP OF THEINDICATOR POST ASSEMBLY.6. ALL POST INDICATOR VALVES SHALL BE INSTALLEDWITH AN ELECTRONIC UL LISTED TAMPER SWITCH.7. THERE SHALL BE 36" OF UNOBSTRUCTEDCLEARANCE AROUND THE PERIMETER OF ALLPOST INDICATOR VALVES.FIELD ADJUSTMENT INSTRUCTIONSSTANDPIPE GROUND LINE MARKSTANDPIPECL(7" MIN.)(10" MAX.)GROUND LINE ORFINISHED GRADEGROUND LINE ORFINISHED GRADETAMPER SWITCH(SEE INSET)PADLOCKPADLOCKTAMPERSWITCHINSETPOST INDICATOR VALVENO SCALEPOST INDICATOR ASSEMBLYWITH BODY REMOVEDTYPICAL METHOD of ADJUSTING WATER LINES PIPE LAYING CONDITIONSTYPICAL FIRE HYDRANT DETAILNO SCALEOPTION 1: IF GRADE ADJUSTMENT IS NOT REQUIRED:A.CONNECTOR PIPE MAY BE APPROVED D.I. OR P.V.C. PIPE.B.IF ALL JOINTS FROM HYDRANT TEE TO HYDRANT ARE RESTRAINED WITH APPROVED JOINT RESTRAINT DEVICETHRUST BLOCKING BEHIND HYDRANT NOT REQUIRED.OPTION 2: IF GRADE ADJUSTMENT IS REQUIRED:A.THE CONNECTOR PIPE SHALL BE OF THE OFFSET DESIGN SO THAT THE FIRE HYDRANT CAN BE ADJUSTED TOENSURE PLACEMENT AT THE PROPER GRADE. WHEN THE CONNECTOR PIPE IS THE OFFSET DESIGN IT SHALL HAVEAN ANCHORING FEATURE AT BOTH ENDS SO THAT WHEN USED WITH M.J. SPLIT GLANDS A RESTRAINED JOINT ISPROVIDED.B.ALL JOINTS FROM HYDRANT TEE TO HYDRANT ARE RESTRAINED WITH APPROVED JOINT RESTRAINT DEVICE.C.THE CONNECTOR PIPE SHALL BE CEMENT LINED IN ACCORDANCE WITH AWWA C110-ANSI A214.D.THE CONNECTOR PIPE SHALL BE DUCTILE IRON AWWA C153-ANSO A21.53 AND POSITIONED BETWEEN THE FIREHYDRANT AND GATE VALVE.E.HYDRANT BREAKAWAY FLANGE SHOULD BE LOCATED NO MORE THAN 6" ABOVE FINISHED GRADE AND NOT BELOWFINISHED GRADE.F.HYDRANT AND VALVE LOCATION SHALL BE COORDINATED WITH VDOT.FINISHEDGRADEBREAKAWAY FLANGE(SEE NOTE E)FINISHEDGRADEM.J. GATE VALVEVALVE BOXWEEP HOLE1'-6" MIN.7'-0" MAX.4' MIN.THRUSTBLOCKWATERMAINHYDRANT TEEOPTION 2M.J. INLETOPTION 1HYDRANT THRUSTBLOCKING (SEE NOTE B)#57 STONE(1/2 CU. YD.)CAUTION:DO NOT BLOCK WEEPHOLE WITH CONCRETE,PLACE STONE OVERWEEP HOLE AREA.*NOTE:WHEN A HYDRANT TEE IS USED,RESTRAINED JOINT NOT NEEDEDTO RESTRAIN VALVE TO TEE.6"x6" OR 6"x12" OFFSET W/ M.J. SPLIT GLANDS(ROTATE TO FINAL GRADE). USE PRODUCT ASMANUFACTURED BY ASSURED FLOW SALES, INC.(GRADELOK OFFSET GLAND) OR APPROVED EQUAL.FIRE HYDRANT SHALL MEET CITY OF WINSTON-SALEM STANDARDS W/ 5" STORZCONNECTION AND MEET NATIONAL THREAD STANDARDS.11
REVISIONSDESCRIPTION:planningarchitectureinteriorsDATENODATETHIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS, PA. ANDSHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR IN PART. ITSHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANYOTHER COMPANY OR AGENCY WITHOUT THE CONSENT OF ADWARCHITECTS, PA.SHEET NUMBERSEALPROJECT NO________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________six coliseum centre2815 coliseum centre drivesuite 500charlotte, north carolina 28217t] 704 379 1919f] 704 379 1920www.adwarchitects.comLEWISVILLE COMMUNITY CENTERLEWISVILLE, NC06.26.202019033100% CONSTRUCTIONDOCUMENTSenvironmentslife106/26/20 PLAN REVIEW COMMENTSC-603NPDES/NCG01NOTES
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SANSANWSANPROPOSEDCOMMUNITY CENTERXX XXXXXXGRAVELDRIVEWAYOHPOHPOHPOHPOHPOHPSAMUEL G. LUNSFORD & WIFELINDA LUNSFORDTAX PIN 5885-13-9917ZONING: RS-20RUSSELL J. SHEW & WIFEDELORES G. SHEWTAX PIN 5885-23-1906ZONING: RS-20DENNIS VASPORY & WIFEPATRICIA S. VASPORYTAX PIN 5885-23-3964ZONING: RS-20ANA DUNNTAX PIN 5885-23-6944ZONING: RS-2068' DUCE ENERGY TRANSMITIONLINE R/WPB. 46, PG. 5020' INGRESS/EGRESS EASEMENT PB.46, PG 50OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPEPEPEPEPSANGGGGGGGGGGGGGGWWWW UGTFMFMFMFMFMFMFMF
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WWW22" MAGNOLIA - 0% ENCROACHMENT(4 CREDITS)30" CEDAR - 24% ENCROACHMENT(5 CREDITS)(3) 15" MAGNOLIA - 12% ENCROACHMENT(3 CREDITS)36" OAK - 52% ENCROACHMENT(5 CREDITS)36" OAK - 40% ENCROACHMENT(5 CREDITS)42" OAK - 39% ENCROACHMENT(5 CREDITS)48" OAK - 83% ENCROACHMENT(5 CREDITS)REVISIONSDESCRIPTION:planningarchitectureinteriorsDATENODATETHIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS, PA. ANDSHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR IN PART. ITSHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANYOTHER COMPANY OR AGENCY WITHOUT THE CONSENT OF ADWARCHITECTS, PA.SHEET NUMBERSEALPROJECT NO________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________six coliseum centre2815 coliseum centre drivesuite 500charlotte, north carolina 28217t] 704 379 1919f] 704 379 1920www.adwarchitects.comLEWISVILLE COMMUNITY CENTERLEWISVILLE, NC06.26.202019033100% CONSTRUCTIONDOCUMENTSenvironmentslife106/26/20 PLAN REVIEW COMMENTSNAD 830SCALE 1"=30'60'30'L1.0TREE SAVE PLANUSE OF EXISTING TREE CREDITS1.EXISTING TREES MAY BE PRESERVED AND USED FOR CREDIT IN SATISFYING LANDSCAPE PLAN REQUIREMENTS.2.EACH TREE TO BE PRESERVED FOR CREDIT SHALL BE PROVIDED WITH A MINIMUM PLANTINGS AREA WHICH COINCIDES WITHTHE TREES DRIP LINE. THE TREE'S DRIP LINE IS DEFINED AS THE AREA UNDERNEATH A TREE WHICH WOULD BEENCOMPASSED BY PERPENDICULAR LINES DROPPED FROM THE OUTERMOST EDGES OF THE CROWN OF THE TREE.3.TREE PRESERVATION SHALL BE CORDONED OFF DURING CONSTRUCTION AND PROTECTED FROM ENCROACHMENT. THEMINIMUM AREA TO BE CORDONED OFF SHALL CONSIST OF THE CRITICAL ROOT ZONE OF THE TREE OR AN AREA 10' FROM THETREE'S TRUNK IN ALL DIRECTIONS, WHICHEVER IS THE GREATER AREA. THE PROTECTION SHALL BE PROPERLY MAINTAINEDDURING SITE DEVELOPMENT AND SHALL NOT BE REMOVED PRIOR TO FINAL LANDSCAPING.3.1.ENCROACHMENT IS DEFINED AS THE GROUND SURFACE DISTURBANCE CAUSED BY GRADING, IMPERVIOUS SURFACECOVER, EQUIPMENT, MATERIAL / EARTH STORAGE OR BY TEMPORARY / PERMANENT CONSTRUCTION VEHICLE ACCESSOR CIRCULATION.* REFER TO L1.1 FOR CODE LANDSCAPE PLAN.* REFER TO L1.2 FOR ENHANCED LANDSCAPING.ALTERNATES:1.CENTER SIDEWALK WITHIN CIRCLE IS PROPOSED AND ONLY (2) EXISTING TREES SHALL BE SAVED DUE TO ENCROACHMENT:CREDIT CALCULATIONS (TABLE B3.1.2):22" MAGNOLIA:4 CREDITS(3-STEM) 15" MAGNOLIA 3 CREDITS30" CEDAR 0 CREDITS (ENCROACHMENT) 7 CREDITS2.CENTER SIDEWALK WITHIN CIRCLE IS NOT PROPOSED AND IN ADDITION TO THE TREES NOTED IN ALTERNATIVE #1, THE (4)TREES WITHIN THE CIRCLE SHALL BE SAVED PENDING PLANNING APPROVAL / ENCROACHMENT ALLOWANCE.CREDIT CALCULATIONS (TABLE B3.1.2):22" MAGNOLIA:4 CREDITS(3-STEM) 15" MAGNOLIA:3 CREDITS30" CEDAR:0 CREDITS (ENCROACHMENT)36" OAK:5 CREDITS36" OAK:0 CREDITS (ENCROACHMENT)42" OAK:0 CREDITS (ENCROACHMENT)48" OAK:0 CREDITS (ENCROACHMENT)TOTAL:12 CREDITS
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SANSANWSANPROPOSEDCOMMUNITY CENTERXX XXXXXXGRAVELDRIVEWAYOHPOHPOHPOHPOHPOHPSAMUEL G. LUNSFORD & WIFELINDA LUNSFORDTAX PIN 5885-13-9917ZONING: RS-20RUSSELL J. SHEW & WIFEDELORES G. SHEWTAX PIN 5885-23-1906ZONING: RS-20DENNIS VASPORY & WIFEPATRICIA S. VASPORYTAX PIN 5885-23-3964ZONING: RS-20ANA DUNNTAX PIN 5885-23-6944ZONING: RS-2068' DUCE ENERGY TRANSMITIONLINE R/WPB. 46, PG. 5020' INGRESS/EGRESS EASEMENT PB.46, PG 50OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPEPEPEPEPSANGGGGGGGGGGGGGGWWWW UGTFMFMFMFMFMFMFMF
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WWW10' STREET YARDSEGMENT A - 342 LF10' STREET YARDSEGMENT B - 222 LF75' TREE RADIUS1-UPA9-CCA9-MGL37-ICS37-ICB39-FVB3-QUL3-QUCEXISTING TREE(TYP.)1-UPA1-UPA2-QUC1-UPA9-GJF12-GJF9-GJF1-PCH4-JSG8-JSG3-MSZ4-JSG3-MSZ4-JSG1-JSG3-MSZ7-MSZ7-MSZ4-JSG4-JSG6-JSG17-MSZ8-FGE5-FGE13-FGE6-FGE6-FGE4-ALR6-JSG6-MCE5-FGEANNUALS (50 SF)2-PCH1-PCH15' TYPE II BUFFER; EXISTING VEGETATION TOREMAIN WITH SUPPLEMENTAL PLANTINGS TOMEET TYPE II BUFFER REQUIREMENTSTREE PROTECTION FENCE (TYP.)LIMITS OF DISTURBANCE (TYP.)9-MCEREVISIONSDESCRIPTION:planningarchitectureinteriorsDATENODATETHIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS, PA. ANDSHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR IN PART. ITSHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANYOTHER COMPANY OR AGENCY WITHOUT THE CONSENT OF ADWARCHITECTS, PA.SHEET NUMBERSEALPROJECT NO________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________six coliseum centre2815 coliseum centre drivesuite 500charlotte, north carolina 28217t] 704 379 1919f] 704 379 1920www.adwarchitects.comLEWISVILLE COMMUNITY CENTERLEWISVILLE, NC06.26.202019033100% CONSTRUCTIONDOCUMENTSenvironmentslife106/26/20 PLAN REVIEW COMMENTSL1.1LANDSCAPEPLANGENERAL LANDSCAPE NOTES1.REQUIRED LANDSCAPING SHALL NOT OBSTRUCT OR IMPEDE PUBLIC PEDESTRIAN ROUTES INCLUDING SIDEWALK ANDGREENWAY TRAILS.2.WHENEVER ANY PLANTING AREAS ARE ADJACENT TO MOTOR VEHICLE SURFACE AREAS, MOTOR VEHICLE DISPLAY AREAS OROUTDOOR STORAGE AREAS, THE PLANTING AREAS SHALL BE PROTECTED FROM MOTOR VEHICLE INTRUSION AND DAMAGEFROM EXCESSIVE MOTOR VEHICLE LUBRICANTS OR FUELS.3.THE SOIL SURFACE OF ALL PLANTING AREAS SHALL BE STABILIZED TO PREVENT EROSION. IN ADDITION TO REQUIREDINTERIOR TREES AND SHRUBS, THE SOIL SURFACES OF PLANTING AREAS SHALL CONTAIN LIVE GROUNDCOVER, MULCH, LIVESHRUBS, PERMEABLE PEDESTRIAN PAVER BLOCKS OR A COMBINATION THEREOF.4.A MINIMUM 5' RADIUS CONTAINING NO PLANT MATERIALS OR STRUCTURAL ELEMENTS OTHER THAN GROUNDCOVER PLANTSSHALL BE MAINTAINED AROUND ALL FIRE PROTECTION EQUIPMENT, INCLUDING FIRE HYDRANTS, POST INDICATOR VALVES,AND SIAMESE CONNECTORS. OBVIOUS SIGHT LINES TO THE FIRE PROTECTION EQUIPMENT SHALL BE MAINTAINED AT ALLTIMES.5.SHRUBS MUST BE A LOCALLY ADAPTED SPECIES WHICH RETAIN FOLIAGE TO WITHIN 6" ABOVE GROUND LEVEL. SHRUBS SHALLBE SPACED NO MORE THAN 18", EDGE TO EDGE.MAINTENANCE OF PLANTINGS:1.THE PLANTING AND MAINTENANCE PROVISIONS SHALL APPLY TO NEW TREES AND EXISTING TREES PLANTED AFTERNOVEMBER 14, 2013.2.THE USE OF AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) STANDARDS SHALL BE REQUIRED FOR THE PLANTING,TOPPING AND MAINTENANCE OF ALL REQUIRED LANDSCAPING.3.THE LANDOWNER IS RESPONSIBLE FOR MAINTAINING ALL REQUIRED PLANT MATERIALS IN GOOD HEALTH. ANY DEAD ORMISSING PLANTS MUST BE REPLACED WITH NEW PLANTING WHICH MEETS THE MINIMUM INSTALLATION DIMENSIONSTANDARDS. PLANT REPLACEMENT SHALL TAKE PLACE WITHIN (1) MONTH OF WRITTEN NOTIFICATION BY THE ZONINGOFFICER OR DESIGNEE. IN THE EVENT THAT PLANT MATERIAL IS SEVERELY DAMAGED DUE TO AN UNUSUAL WEATHEROCCURRENCE OR OTHER ACT OF NATURE, OR IF REPLACEMENT PLANTINGS ARE UNAVAILABLE WITHIN (1) MONTHNOTIFICATION, THE LAND OWNER WILL HAVE (6) MONTHS FROM THE DATE OF WRITTEN NOTIFICATION TO REPLACEPLANTINGS. MODIFICATIONS OF LANDSCAPING MAY BE APPROVED BY STAFF IF THE PLANTINGS MEET THE REQUIREDSTANDARDS, WITHOUT FURTHER HEARING. REQUIREMENTS FOR THE MAINTENANCE OF EXISTING OR NEWLY PLANTED TREESREQUIRED BY THE PLANTING STANDARDS OF THIS ORDINANCE, AND LOCATED ON INDIVIDUAL LOTS WITHIN RESIDENTIALSUBDIVISIONS.LANDSCAPE CALCULATIONS:STREET YARD:1 TREES / 40 LF1 SHRUB / 5 LF (MAX. 3' GAP ALLOWED)STREET YARD - SEGMENT A:342 LF9 TREES REQUIRED18 SMALL / MEDIUM VARIETY TREE PROVIDED (OHE)69 SHRUBS REQUIRED69 SHRUBS PROVIDEDSTREET YARD - SEGMENT B:222 LF6 TREES REQUIRED6 TREES PROVIDED44 SHRUBS REQUIRED44 SHRUBS PROVIDEDINTERIOR PARKING AREA PLANTINGS: 51,551 SF600 SF MIN. FOR TREEALL PARKING WITHIN 75' OF A TREE1 LARGE TREE / 5,000 SF11 TREES REQUIRED9 TREES PROVIDED + 2 EXISTING TREESQTYKEY BOTANICAL NAME COMMON NAMEROOTSIZEHEIGHTCANOPYTREESPLANT TYPE PLANT SCHEDULEQuercus coccineaScarlet OakB&B2" CAL.8' MIN.5QUCQuercus laurifoliaLaurel OakB&B2" CAL.8' MIN.3QULCercis canadensisEastern RedbudB&B2" CAL.8' MIN.9CCAMagnolia grandiflora 'Little Gem'Little Gem Southern MagnoliaB&B2" CAL.6' MIN.9MGLForsythia viridissima 'Bronxensis'Dwarf ForsythiaCONT.18" MIN.39FVBIlex cornuta 'Burfordii Nana'Dwarf Burford HollyCONT.18" MIN.37ICBIlex crenata 'Stokes'Stokes Japanese HollyCONT.18" MIN.37ICSREQUIRED FOR ALL MOTOR VEHICLE SURFACEAREAS LOCATED WITHIN 100' OF A STREETRIGHT-OF-WAY OR VEHICULAR RIGHT-OF-WAY,INCLUDING CONTROLLED ACCESS HIGHWAYS,WHETHER OR NOT IT MAY PROVIDE ACCESSTO THE SITE, UNLESS SEPARATED BY ANINTERVENING BUILDING.MINIMUM PLANTING REQUIREMENTSTREES·(1) TREE / 40 LF·SIZE: 8' HT; 2" CAL. @ INSTALLNATURAL SHRUBS·(1) TREE / 5 LF (3' GAP MAX.)·30% DECIDUOUS (MAX.)·SIZE: 18" HT.OTHER STREET YARD COMPONENTS:FENCES / WALLS: 36" HT. (MIN.)MATERIAL TO MATCH BUILDINGWALL PLANTERS: 24" HT. (MIN.) @ INSTALLEFFECTIVE PLANTING WIDTH: 3-7'1 SHRUB / 5 LF OF WALL PLANTER AREAEARTHEN BERMS: 18" HT. (MIN.)CROWN WIDTH: 2 LFSIDE SLOPE: 2:1STREET YARDNTSNATURAL SHRUBS10 'TREEVARIES40' O.C.5' O.C.Ulmus parvifolia 'Allee'Allee Lacebark ElmB&B2" CAL.8' MIN.4UPASMALL / MEDIUMVARIETY TREESSHRUBSMyrica ceriferaWax MyrtleCONT.24" MIN.15MCETREE PLANTING DETAILNTSTREE PLANTING NOTES:1.IF TREES SETTLE OR ARE BLOWN OUT OF PLUMBPOSITION, THEY SHOULD BE STRAIGHTENED BYMAKING ADJUSTMENTS TO THE POSITION OF THEROOT BALL - NOT BY PUSHING ON THE TRUNKAND/OR TIGHTENING THE GUY WIRE. TREES SHALLBE STRAIGHTENED DURING THE LIFE OF THEPROJECT AS THEY GET OUT OF PLUMB, NOT JUSTAT THE END OF THE PROJECT.2.BALL DEPTHS ON SOME TREES IN A SINGLEGROUP MAY VARY. IN GENERAL, 12 THE BALLSHOULD BE ABOVE GRADE. IF DEPTHS VARY, ALLTREES IN A GROUP SHOULD BE SET SO THAT THEBASE OF THE TRUNK WILL APPEAR TO BE AT THESAME RELATIVE ELEVATION ABOVE GRADE.3.NO DECIDUOUS OR EVERGREEN TREES WILL BEACCEPTED IF THERE IS MORE THAN ONE LEADER,UNLESS THE TREE IS SPECIFIED AS MULTI-TRUNK.4.CONTRACTOR TO VERIFY THAT ADEQUATEDRAINAGE EXISTS PRIOR TO PLANTING.5.STAKE AND GUY TREES 3" CALIPER AND LARGER.BRANCHING HT. TO AMERICAN NURSERY &LANDSCAPE ASSOCIATION STANDARDSUNLESS OTHERWISE SPECIFIEDAPPROVED TREE WRAP ON THIN BARK ONLYAS DIRECTED BY LANDSCAPE ARCHITECT SPECS.REMOVE ALL BURLAP, WIRE, STRAPPINGOR TWINE FROM ROOT BALLNATIVE SOIL OR IMPORTED BACKFILL- SEE SPECS.MULCH - 3" MIN.(SEE NOTES FOR SPECS.)SCARIFY NATIVE SOILTO A 6" DEPTHSUB-GRADE (SET TREE ONUNDISTURBED SUB-GRADE)ENSURE THAT BASAL ROOTS OR TRUNK TAPER ISVISIBLE (DO NOT COVER WITH SOIL OR MULCH)'ARBOR TIE' OR APPROVED EQUAL FLEXIBLESTRAPPING (LANDSCAPE CONTRACTOR TO REMOVECOMPLETELY AFTER ONE YEAR GUARANTEE)FOR TREES PLANTED ON SLOPESLESS THAN 3:1 TAPER SOIL 1.5x WIDTHOR TREE BALL MIN.FOR TREES PLANTED ON SLOPESGREATER THAN 3:1, THE TAPER OFSOIL ON THE SLOPES CANNOT BEGREATER THAN 2:1.APPROX. EXISTING GRADE.SCARIFY SIDES OF TREE PIT WITHRAKES OR TINES.EXISTING GRADE2" SQUARE x 30"STAKES (3 PERTREE)12 BALL DEPTH(SEE NOTE #2)SCARIFICATION OF NATIVE SOIL5' RADIUS MIN. FOR TREES 2" CAL. OR GREATER3' RADIUS MIN. FOR TREES LESS THAN 2" CALIPER6" MIN.12"SHRUB PLANTING DETAILNTSNOTES:1.ALL SHRUBS SHALL CONFORM TO THE STANDARDS SET FORTH IN THE MOST RECENT EDITION OFAMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY THE AMERICAN NURSERY ANDLANDSCAPE ASSOCIATION (A.N.L.A.).2.SOIL ANALYSIS SHALL BE OBTAINED PRIOR TO PLANTING. SOIL SHALL BE AMENDED ASRECOMMENDED.3.SHEET PREPARATION OF BEDS IS HIGHLY PREFERRED TO INDIVIDUALLY DUG HOLES.CONTAINER GROWN PLANT - PULL ROOTS OUTOF BALL OR SCARIFY SIDES, SET TOP OF ROOTBALL 1" - 2" ABOVE FINISHED GRADE.2" - 3" SHREDDED BARK MULCH (DO NOTPLACE AGAINST TRUNK)FIRM PEDESTAL UNDER ROOT BALLBREAK UP EDGE OFPLANT PITFOR B&B SHRUBS, FOLD BURLAPDOWN INTO GROUND AND SET TOP OFROOT BALL FLUSH WITH FINISHEDGRADEBACKFILL: AMEND THE TOP 6" BYINCORPORATING 1" - 5" COMPOSTEDGROUND BARK OR OTHER SUITABLEORGANIC MATTER, OR PROVIDE NATIVESOIL WITH A MINIMUM OF 5% HUMICMATTER12" DEEP - CULTIVATE ENTIREPLANTING AREA AS SINGLE BED WHEN PLANTINGAREA AS SINGLE BED WHEN PLANTING MULTIPLES(FOR LARGER SHRUB ROOT BALLS, MAKE 4" DEEPERTHAN ROOT BALL)SYMBOL* REFER TO L1.0 FOR ALL EXISTING TREE INFORMATION / DETAILS ON TREE CREDITS.* REFER TO L1.2 FOR ENHANCED LANDSCAPING.NAD 830SCALE 1"=30'60'30'Pistacia chinensisChinese PistacheB&B2" CAL.8' MIN.4PCHGardenia jasminoides 'Frostproof'Frostproof GardeniaCONT.18" MIN.30GJFMiscanthus sinensis 'Zebrinus'Zebra GrassCONT.18" MIN.40MSZFestuca ovina glauca 'Elijah Blue'Elijah Blue FescueCONT.18" MIN.50FGEJuniperus chinensis 'Sea Green'Sea Green JuniperCONT.24" MIN.41JSGAbelia x grandiflora 'Little Richard'Little Richard AbeliaCONT.24" MIN.4ALRGRASSESA MEDIUM DENSITY SCREEN DESIGNED TOPARTIALLY BLOCK VISUAL CONTACT ANDCREATE SPATIAL SEPARATION BETWEENADJACENT USES.MINIMUM PLANTING REQUIREMENTSTREES·(2) DECIDUOUS TREES / 100 LF·SIZE: 8' HT; 2" CAL. @ INSTALLPRIMARY EVERGREEN PLANTS (UNDERSTORY)·(12) UNDERSTORY / 100 LF·SIZE: 6' HT @ INSTALL·SUPPLEMENTAL EVERGREEN SHRUBS·(10) EVERGREEN SHRUBS / 100 LF·SIZE: 18" HT.MAINTENANCE:ANY FENCE, EARTHEN BERM OR PLANTMATERIAL USED FOR SCREENING SHALL BEMAINTAINED IN SOUND CONDITION BY THEBUFFER YARD PROVIDER. MAINTENANCEINCLUDES REPLACEMENT OF ANY REQUIREDBUFFERYARD MATERIALS WHICH AREDAMAGED AND / OR DYING.TYPE II BUFFER YARDNTSSUPPLEMENTAL EVERGREEN SHRUB15 'PRIMARY EVERGREEN PLANTSDECIDUOUS TREE100 LFALTERNATES:2.CENTER SIDEWALK WITHIN CIRCLE IS NOT PROPOSED AND THE (2) QUC CAN BE EXCLUDED AS THE EXISTING TREES WILLSUFFICE THE PARKING SPACE COVERAGE AND THE INTERIOR PARKING AREA TREE REQUIREMENTS.LEGEND:TYPE II BUFFER (EXISTING VEGETATION TO REMAIN)1
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WWW10' STREET YARDSEGMENT A - 342 LF10' STREET YARDSEGMENT B - 222 LF7-PCT1-PCH6-PSK5-IVN6-IVN3-IGC3-IGC1-PCH3-IGC3-IGC5-IVN3-IVN3-IGC3-IGC3-IVN3-IVN1-PCH4-ALR4-ALR9-JCB7-JCB6-GJF15' TYPE II BUFFER; EXISTING VEGETATION TOREMAIN WITH SUPPLEMENTAL PLANTINGS TOMEET TYPE II BUFFER REQUIREMENTSTREE PROTECTION FENCE (TYP.)9-CSAREVISIONSDESCRIPTION:planningarchitectureinteriorsDATENODATETHIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS, PA. ANDSHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR IN PART. ITSHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANYOTHER COMPANY OR AGENCY WITHOUT THE CONSENT OF ADWARCHITECTS, PA.SHEET NUMBERSEALPROJECT NO________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________six coliseum centre2815 coliseum centre drivesuite 500charlotte, north carolina 28217t] 704 379 1919f] 704 379 1920www.adwarchitects.comLEWISVILLE COMMUNITY CENTERLEWISVILLE, NC06.26.202019033100% CONSTRUCTIONDOCUMENTSenvironmentslife106/26/20 PLAN REVIEW COMMENTSL1.2ALTERNATE #9ENHANCEDQTYKEY BOTANICAL NAME COMMON NAMEROOTSIZEHEIGHTCANOPY TREESPLANT TYPE PLANT SCHEDULESMALL / MEDIUMVARIETY TREESSHRUBSPrunus cerasifera 'Thundercloud'Purple Leaf PlumB&B2" CAL.8' MIN.8PCTPrunus serrulata 'Kwanzan'Kwanzan CherryB&B2" CAL.8' MIN.6PSKPistacia chinensisChinese PistacheB&B2" CAL.8' MIN.3PCHGardenia jasminoides 'Frostproof'Frostproof GardeniaCONT.18" MIN.6GJFIlex vomitoria 'Nana'Dwarf Yaupon HollyCONT.18" MIN.25IVNIlex glabra 'Compacta'Compact InkberryCONT.18" MIN.18IGCJuniperus chinensis 'Blue Point'Blue Point JuniperCONT.24" MIN.16JCBSYMBOL* REFER TO L1.0 FOR ALL EXISTING TREE INFORMATION / DETAILS ON TREE CREDITS.* REFER TO L1.1 FOR CODE LANDSCAPING.Camellia sasanqua 'Apple Blossom'Apple Blossom CamelliaCONT.24" MIN.9CSAAbelia x grandiflora 'Little Richard'Little Richard AbeliaCONT.24" MIN.8ALRNAD 830SCALE 1"=30'60'30'LANDSCAPE PLAN1